1) compression index method (e-lgp method)
压缩指数法(e-lgp法)
2) e-lg p method
e-lgp法
1.
Discussion on modification of e-lg p method in settlement calculation of expressway;
高速公路沉降计算中e-lgp法修正探讨
3) compression index method
压缩指数法
1.
Study on correction factor of compression index method in settlement calculation;
地基沉降计算中压缩指数法修正系数研究
4) e~p curve
e-lgp曲线
1.
In this paper we replace e~lgp curve with e~p curve on basis of the calculation theories foundation settlement considering three-dimensional transform,it makes the calculation of foundation settlement more simplification and accurate.
计算建筑物地基的沉降时,应该考虑地基土侧向变形的影响,本文在考虑三维变形的地基沉降计算理论基础上,以e-lgp曲线来替代e-p曲线,使沉降量计算更简化、准确。
5) compression index
压缩指数
1.
Thirty-one bulk samples were used to perform confined compression tests for the measurement of primary compression index.
为了获得不同填埋龄期垃圾的压缩指数,取用苏州市七子山填埋场的5个钻孔中不同深度处的垃圾原状样,选用其中31个代表不同填埋龄期的垃圾样,采用自制的力学压缩仪,测试了垃圾的主压缩指数,研究了垃圾的填埋龄期、组分和初始孔隙比等对压缩指数的影响。
2.
The compression index of soil is an important computation parameter in the settlement analysis dealing with soils which have different stress histories.
土的压缩指数Cc是不同应力历史状况土层的变形分析中的重要计算参数。
3.
Differences in compression index(Cc) and swelling index(Cs) of remoulded soft clay in Shanghai measured by different test methods are studied.
分析不同试验条件下压缩指数和膨胀指数的关系,给出不同试验条件下压缩指数Cc的大小。
6) Compressive index
压缩指数
1.
On the basis of the actual project instance of the soft and weak foundation treament at Shenzhen Gulf we study the deformation property of the secondary compression of the soft and weak earth and explain and expound the relationships between the secondary compression coefficient C a and the time, the compressive index C c, the compression pressure and the overload pre pressure.
结合深圳湾软弱地基处理这个工程实例，对软土的次固结变形特性进行了探讨，就次固结系数Ｃａ与时间、压缩指数Ｃｃ、固结压力及超载预压的关系进行说明、论
补充资料：法性属法为法性土
【法性属法为法性土】
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
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