1) cohesive clay-layer soil of riverbank
河岸粘性土层
2) noncohesive riverbank
非粘性土河岸
3) cohesive riverbank
粘性河岸
1.
In this paper, by taking the pore water pressure and the hydrostatic confining pressure into consideration, three typical calculating models of cohesive riverbank stability were presented via suitable optimization and were then applied to a practical stability measurement.
在考虑了孔隙压力与静水压力的前提下 ,经适当优化提出了三个典型粘性河岸稳定性计算模型 ,并用这三个计算模型对一实测河岸稳定性进行了计算对比 。
4) noncohesive riverbanks
非粘性河岸
5) clay strata
粘性土层
1.
This paper describes the engineering practices on the application of large openning wells to deep clay strata for reduction of undergroude water level, and states how the technical parameters associated with the water level reduction engineering are determined.
阐述在较深的粘性土层中采用大口井降低地下水的工程实践,并指出降水工程设计时有关参数的确定。
补充资料：土层
1.土地的表层。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条