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刘江涛, 杨正东, 孙飞达, 郭一鹏, 赖正发, 闫睿京. 昆明湖相沉积软土区基坑土体抗剪强度分析研究[J]. 岩土工程学报, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021
引用本文: 刘江涛, 杨正东, 孙飞达, 郭一鹏, 赖正发, 闫睿京. 昆明湖相沉积软土区基坑土体抗剪强度分析研究[J]. 岩土工程学报, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021
LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing. Shear strength of lacustrine deposits in soft soil area of Kunming[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021
Citation: LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing. Shear strength of lacustrine deposits in soft soil area of Kunming[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021

昆明湖相沉积软土区基坑土体抗剪强度分析研究

Shear strength of lacustrine deposits in soft soil area of Kunming

  • 摘要: 土体抗剪强度是基坑支护设计中一项重要的力学指标,特别是软土地区,其指标的取用直接决定支护方案的成败。依据一工程实例,结合现场实测资料,对5种不同的抗剪强度分别采用理正深基坑计算软件进行计算,并与现场实际监测结果进行了对比分析及通过有限元模拟验证,提出了适合昆明湖相沉积软土区基坑土体抗剪强度指标的取用建议。

     

    Abstract: The shear strength is an important mechanical index for design of retaining structure for foundation pits, especially in soft soil areas. The index directly determines the success or failure of supporting scheme. Based on an engineering example, by combining field data, five different shear strengths are calculated using Lizheng software for deep excavations. The actual monitoring results are analyzed and verified through finite element analysis. Suitable shear strength indices are proposed for foundation pits in soft soil areas of lacustrine deposits in Kunming.

     

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