I某地鐵站基坑支護(hù)開(kāi)挖工程中的支護(hù)結(jié)構(gòu)計(jì)算設(shè)計(jì)案例目錄TOC\o"1-3"\h\u231311緒論 152842工程概況 2104772.1工程簡(jiǎn)介 22762.2工程地質(zhì)與水文條件 2241372.2.1工程地質(zhì)條件 2265202.2.2水文地質(zhì)條件 3130783確定設(shè)計(jì)的支護(hù)形式 4316933.1常見(jiàn)的支護(hù)形式及其應(yīng)用范圍 4152973.1.1深層攪拌水泥土圍護(hù)墻 468023.1.2SMW工法和SCPW工法 469853.2考慮并確定支護(hù)方案 456534支護(hù)結(jié)構(gòu)設(shè)計(jì) 5290694.1支護(hù)的方案 5295664.1.1支護(hù)方案設(shè)計(jì)剖面圖 522584.1.2展示設(shè)計(jì)的參數(shù) 6119844.2支護(hù)計(jì)算部分——結(jié)果展示 993654.2.1確定計(jì)算方法 9325044.2.2地下連續(xù)墻的數(shù)據(jù) 1091984.2.3工況土壓力計(jì)算展示 1089894.3墻體選筋設(shè)計(jì) 15317574.3.1支護(hù)構(gòu)件的選筋結(jié)果 15193784.3.2墻體的選筋結(jié)果 15295914.4基坑穩(wěn)定性驗(yàn)算 1612414.4.1概述 1635654.4.2基坑抗傾覆穩(wěn)定性驗(yàn)算過(guò)程 16299744.4.3抗隆起穩(wěn)定性驗(yàn)算過(guò)程 19198714.4.4驗(yàn)算基坑突涌穩(wěn)定性 2267584.4.5驗(yàn)算嵌固深度構(gòu)造 22285774.4.6驗(yàn)算基坑嵌固段的內(nèi)側(cè)土反力 22緒論與國(guó)外相比，中國(guó)深基坑工程的發(fā)展的歷史并不是很長(zhǎng)。1990年后全國(guó)發(fā)展形式光明，國(guó)民的富裕了，物質(zhì)生產(chǎn)能力提高了，有很多的人向大城市涌進(jìn)，北上廣等主要城市為了滿足需要，增加了很多新建筑，接連出現(xiàn)了一大批要10m甚至更深的深基坑工程。設(shè)計(jì)之初，對(duì)照和比較了設(shè)計(jì)目的地：邢村地鐵站，基坑施工支護(hù)的方法，首先選擇了設(shè)計(jì)要用到的軟件，使用理正深基坑7.0軟件來(lái)設(shè)計(jì)這次的基坑支護(hù)。因?yàn)榈叵逻B續(xù)墻有不錯(cuò)的適用性質(zhì)，所以本次設(shè)計(jì)的基坑支護(hù)，選擇地下連續(xù)墻。規(guī)范采用了現(xiàn)行的國(guó)家規(guī)范《建筑基坑支護(hù)技術(shù)規(guī)程》。工程概況工程簡(jiǎn)介從我們的衛(wèi)星地圖中可以知道，邢村就坐落在濟(jì)南市天橋區(qū)，它是一個(gè)屬于濟(jì)南城市軌道交通8號(hào)線的地鐵站。擬開(kāi)挖基坑的長(zhǎng)度40米，寬度32米，擬開(kāi)挖深度18米。工程地質(zhì)與水文條件工程地質(zhì)條件擬建場(chǎng)地地基土的組成自上而下為：人工填土；第四系上更新統(tǒng)風(fēng)積新黃土、殘積古土壤；上更新統(tǒng)及中更新統(tǒng)沖積粉質(zhì)粘土及砂類(lèi)土等。各層土按層分如下：1-1雜填土Q4ml：該層頂面普遍分布10～30cm厚的混凝土或?yàn)r青面層,土層深1m1-2素填土Q4ml：中等偏高壓縮性土，局部具高壓縮性，3m3-1新黃土Q3eol：中等壓縮性土，個(gè)別土樣具高壓縮性，6.5m3-2古土壤Q3el：液性指數(shù)平均值IL=0.43，中等壓縮性土，3.3m3-4粉質(zhì)粘土Q3al：液性指數(shù)平均值IL=0.33-0.51），中等壓縮性土，4.7m3-6粉細(xì)砂Q3al：標(biāo)準(zhǔn)貫入試驗(yàn)擊數(shù)平均值N＝36.5-61.0，濕度部分稍濕，部分飽和，8.1m3-7中砂Q3al：標(biāo)準(zhǔn)貫入試驗(yàn)擊數(shù)平均值N＝33.3-49.3）。濕度稍濕或飽和。基坑擬開(kāi)挖深度為18米，各土層參數(shù)具體如下：土體物理力學(xué)參數(shù)表圖層編號(hào)名稱(chēng)厚度（m）重度（kg/m3）直剪（固結(jié)快剪）靜止側(cè)壓力系數(shù)Ka粘聚力Kpa內(nèi)摩擦角Φ（）Q4ml雜填土117.55100.7Q4ml素填土317.110120.6Q3eol新黃土6.516.436260.42Q3el古土壤3.318.73925.60.42Q3al粉質(zhì)粘土4.719.037260.4Q3al粉細(xì)砂8.119.339270.38水文地質(zhì)條件（1）地下水位：本次勘察期間測(cè)得地下水水位埋深為21.70～23.80m，地下水位高程為361.91～364.00m。自西向東地下水位逐漸抬升。水位年變化幅度為約1.50m。（2）地下水類(lèi)型、賦存方式、補(bǔ)給及流向：擬建場(chǎng)地地下水主要為第四系孔隙潛水，本區(qū)潛水含水層底板約在58～68m。（3）地下水水質(zhì)特征及水、土腐蝕性：場(chǎng)區(qū)地下水對(duì)混凝土結(jié)構(gòu)無(wú)腐蝕性，對(duì)鋼結(jié)構(gòu)具弱腐蝕性。（4）車(chē)站抗浮、抗?jié)B設(shè)計(jì)水位：地鐵站抗浮、抗?jié)B設(shè)計(jì)水位高程分別為361.91～364.00m

確定設(shè)計(jì)的支護(hù)形式常見(jiàn)的支護(hù)形式及其應(yīng)用范圍深層攪拌水泥土圍護(hù)墻深層攪拌水泥混凝土圍護(hù)墻主要是通過(guò)設(shè)置一臺(tái)攪拌器把混凝土和其他固化劑水泥進(jìn)行攪拌，形成一個(gè)連續(xù)的水泥混凝土圍墻。這樣有利于大型設(shè)備能到基坑中部進(jìn)行施工；具有擋土止水的雙功能【12】；在支護(hù)類(lèi)型中，深層攪拌水泥土圍護(hù)墻有著成本便宜的特點(diǎn)，可以減少開(kāi)銷(xiāo)。應(yīng)用范圍為：粉土、含水多的黏土、淤泥、砂土等。SMW工法和SCPW工法SMW工法被稱(chēng)為新型水泥土攪拌樁圍護(hù)墻。這種工法主要是可以經(jīng)攪拌設(shè)備進(jìn)行土體切割，再將混合液攪拌后插入h型鋼，將其所承受的荷載和抗?jié)B阻擋水相互結(jié)合在一起，構(gòu)造一個(gè)擁有受力和抗?jié)B兩種作用的支撐性結(jié)構(gòu)圍護(hù)墻【14】。3.1.4地下連續(xù)墻連續(xù)墻基本上是最常用的支撐類(lèi)型。通過(guò)廣泛使用挖溝機(jī)作為在建筑斷面表面上施工的有效方法，并依靠泥漿作為土墻的保護(hù)層，在鉆進(jìn)過(guò)程中建立了一條狹窄而深的泥漿溝建造了連續(xù)的鋼筋混凝土圍墻和圍墻，并以此順序建造，逐漸形成了集成的鋼筋符合要求的混凝土圍墻，成為基坑的防滲水和防滲漏能力，承重，保水等主要結(jié)構(gòu)及部分支撐結(jié)構(gòu)。適用條件：所要設(shè)計(jì)的深基坑開(kāi)挖深超過(guò)10m的?？紤]并確定支護(hù)方案一般可考慮基坑的設(shè)計(jì)開(kāi)挖深度、測(cè)得的地質(zhì)參數(shù)、周?chē)缆放c建筑情況、氣候和施工器械、測(cè)得的水文參數(shù)、工程撥款情況等條件，理論上說(shuō)支護(hù)類(lèi)型可選用任何一種形式。由于這次基坑深度模擬要達(dá)到了18m的有效深度，采用兩種組合的支護(hù)形式加以設(shè)計(jì)，再這設(shè)計(jì)中加入連續(xù)墻與內(nèi)支撐合作的支護(hù)形式。支護(hù)結(jié)構(gòu)設(shè)計(jì)支護(hù)的方案支護(hù)方案設(shè)計(jì)剖面圖(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(5)墻Q-5豎向彎矩：基坑側(cè)=476.64(kN-m)擋土側(cè)=-315.95(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-333.61(kN-m)豎向剪力=116.41(kN)水平向剪力=174.44(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(6)墻Q-6豎向彎矩：基坑側(cè)=528.62(kN-m)擋土側(cè)=-417.58(kN-m)水平向彎矩：基坑側(cè)=258.28(kN-m)擋土側(cè)=-274.11(kN-m)豎向剪力=129.13(kN)水平向剪力=-112.94(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(7)墻Q-7豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=212.10(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=-100.40(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(8)墻Q-8豎向彎矩：基坑側(cè)=528.63(kN-m)擋土側(cè)=-418.80(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-276.53(kN-m)豎向剪力=129.13(kN)水平向剪力=86.24(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(9)墻Q-9豎向彎矩：基坑側(cè)=476.76(kN-m)擋土側(cè)=-330.20(kN-m)水平向彎矩：基坑側(cè)=269.33(kN-m)擋土側(cè)=-339.02(kN-m)豎向剪力=116.43(kN)水平向剪力=-196.25(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(10)墻Q-10豎向彎矩：基坑側(cè)=416.75(kN-m)擋土側(cè)=-361.45(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-304.91(kN-m)豎向剪力=106.37(kN)水平向剪力=182.55(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(11)墻Q-11豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=42.99(kN-m)擋土側(cè)=-129.68(kN-m)豎向剪力=68.31(kN)水平剪力=-49.64(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(12)墻Q-12豎向彎矩：基坑側(cè)=107.32(kN-m)擋土側(cè)=-229.41(kN-m)水平彎矩：基坑側(cè)=34.48(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=-49.22(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(13)墻Q-13豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-229.33(kN-m)水平彎矩：基坑側(cè)=46.42(kN-m)擋土側(cè)=-129.93(kN-m)豎向剪力=68.08(kN)水平剪力=44.92(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(14)墻Q-14豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-188.99(kN-m)水平彎矩：基坑側(cè)=59.69(kN-m)擋土側(cè)=-95.70(kN-m)豎向剪力=68.07(kN)水平剪力=-55.70(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(15)墻Q-15豎向彎矩：基坑側(cè)=101.93(kN-m)擋土側(cè)=-116.80(kN-m)水平彎矩：基坑側(cè)=68.19(kN-m)擋土側(cè)=-100.17(kN-m)豎向剪力=57.51(kN)水平剪力=85.29(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(16)墻Q-16豎向彎矩：基坑側(cè)=102.45(kN-m)擋土側(cè)=-163.23(kN-m)水平彎矩：基坑側(cè)=51.74(kN-m)擋土側(cè)=-75.85(kN-m)豎向剪力=58.52(kN)水平剪力=-24.30(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(17)墻Q-17豎向彎矩：基坑側(cè)=102.47(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=35.14(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.52(kN)水平剪力=28.35(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(18)墻Q-18豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-163.37(kN-m)水平彎矩：基坑側(cè)=51.81(kN-m)擋土側(cè)=-75.87(kN-m)豎向剪力=58.49(kN)水平剪力=28.68(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(19)墻Q-19豎向彎矩：基坑側(cè)=102.37(kN-m)擋土側(cè)=-117.15(kN-m)水平彎矩：基坑側(cè)=62.42(kN-m)擋土側(cè)=-99.35(kN-m)豎向剪力=56.72(kN)水平剪力=-84.79(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(20)墻Q-20豎向彎矩：基坑側(cè)=108.39(kN-m)擋土側(cè)=-189.34(kN-m)水平彎矩：基坑側(cè)=63.25(kN-m)擋土側(cè)=-95.97(kN-m)豎向剪力=44.06(kN)水平剪力=77.21(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(1)墻Q-1豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-419.85(kN-m)水平向彎矩：基坑側(cè)=244.09(kN-m)擋土側(cè)=-434.39(kN-m)豎向剪力=156.04(kN)水平向剪力=-152.33(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(2)墻Q-2豎向彎矩：基坑側(cè)=442.48(kN-m)擋土側(cè)=-430.56(kN-m)水平向彎矩：基坑側(cè)=186.93(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=152.94(kN)水平向剪力=-137.98(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(3)墻Q-3豎向彎矩：基坑側(cè)=442.44(kN-m)擋土側(cè)=-432.78(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-435.71(kN-m)豎向剪力=126.65(kN)水平向剪力=120.24(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-175.57(kN)(4)墻Q-4豎向彎矩：基坑側(cè)=416.69(kN-m)擋土側(cè)=-375.49(kN-m)水平向彎矩：基坑側(cè)=257.78(kN-m)擋土側(cè)=-305.08(kN-m)豎向剪力=117.99(kN)水平向剪力=-17