摘要
从理论及试验两方面研究了卸荷土体抗剪强度的问题 ,分析了土体卸荷与加荷两种受力状态下的不同强度特征 ,建议以加卸荷强度路径试验曲线为依据进行卸荷计算 .
Shear strength in unloading soil is studied from theory and experiment, the deferent characteristics of shear strength are analyzed under the two states of unloading and loading. It is proposed to calculate unloading problems base on unloading test's intensity path .
出处
《佳木斯大学学报（自然科学版）》
CAS
2000年第3期234-238,共5页
Journal of Jiamusi University：Natural Science Edition
