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首先对陈环先生能在百忙之中指出拙文中存在的许多漏洞和问题表示由衷的感谢 ,针对陈先生的真知灼见 ,有必要做简短的陈述。( 1)墙前被动区土压力的计算较为理想的方法应该是根据壳体结构和土体的相互作用来处理 ,确定土压力和壳体位移的关系式后再代入平衡微分方程进行求解 ,
Firstly, I would like to express my heart-felt gratitude to Mr.Chenhuan for pointing out the many loopholes and problems in my essay. There is a need to make a brief statement about Mr.Chen’s insight. (1) The ideal method to calculate the earth pressure in the passive zone of front wall should be based on the interaction between the shell structure and the soil. The relation between the earth pressure and the displacement of the casing should be determined and then put into the equilibrium differential equation to solve.