A series of undrained tests on typical Hangzhou intact soft clay were conducted to investigate the influence of cyclic principal stress rotation induced by traffic or wave loads on soil s properties.

　
英 美
  • 摘要針對在交通、波浪等動(dòng)荷載下土體所受應力狀態(tài)具有主應力軸循環(huán)旋轉的特征，對杭州地區典型原狀軟黏土開(kāi)展不排水模擬試驗。
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