...
机译:考虑不排水抗剪强度非平稳特性的土壤变化对承载力的影响
Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China;
Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China;
Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China;
Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Clear Water Bay, Hong Kong, Peoples R China;
Univ Hong Kong, Dept Civil Engn, Pokfulam Rd, Hong Kong, Peoples R China;
Bearing capacity; Random field; Spatial variability; Non-stationary; Undrained shear strength; Monte Carlo simulation;
机译:土壤变异对不静止特征的轴承能力算法的影响
机译:在空间随机土壤中嵌入浅基础的承载力,具有线性增加平均不推进的剪切强度
机译:线性增加平均剪切强度线性增加土壤Spudcan基础的概率承载力分析
机译:下界承载力和抗剪强度各向异性对塑性细粒土概率承载力的影响
机译:正常固结粘土的不排水抗剪强度特性
机译:在土壤强度参数的两层土壤和空间变异的情况下对浅层基础承载力的评价
机译:讨论“再生木质素稳定的粉质土壤:陶望,郭军蔡和松玉刘