1) double layer weak subjacent layer
双层软弱下卧层
1.
Discussion on the vertical bearing capacity checking method of pile foundation double layer weak subjacent layer
桩基双层软弱下卧层竖向承载力验算方法探讨
2) soft underlayer
软弱下卧层
1.
Checking calculation of soft underlayer and foundation type selection of one project in Yichang;
宜昌某工程软弱下卧层验算与基础选择
2.
Foundation bearing capacity includes two parts, bearing course and soft underlayer.
地基的承载力验算包括持力层和软弱下卧层两部分,当遇到高饱和度粉土软弱层时,用水泥土桩进行加固形成复合地基,很好地解决了软弱下卧层的承载力问题。
3.
In order to broaden the adaptability of computing method for calculating the soft underlayer s bearing capacity in current foundation design criterion, this paper founds general mode of computing the soft underlayer s foundation bearing capacity on the base of summarizes and analyzes the data and design experience of every criterion of our country in 50 years.
为拓宽现行地基基础设计规范验算软弱下卧层地基承载力计算方法的适应性,在总结、分析50年来我国历次颁行的规范理论背景资料及设计经验的基础上,建立了软弱下层地基承载力验算通用模式。
3) weak underlying layer
软弱下卧层
1.
During the detailed foundation geotechnical exploration process of a Yichang finished goods warehouse,a weak underlying layer was found.
在宜昌某项目成品仓库岩土详细勘察过程中发现了软弱下卧层,通过对软弱下卧层的验算,提出了最佳的基础形式——独立基础,选择了第②-1层粉质粘土为基础持力层,设计基础宽度最小值取2。
4) soft substratum
软弱下卧层
1.
When natural soil,higher bearing capacity and soft substratum in influence depth,cannot satisfy the request of bearing capacity and deformation,CFG piles are adopted to strengthen soft substratum.
天然地基土承载力较高,但基础影响深度范围内存在软弱下卧层,不能满足设计要求的承载力和变形时,采用CFG桩法对软弱下卧层进行加固处理。
2.
Based on the method of flare angle of pressure checking the strength of soft substratum,which is defined by Code for Design of Building Foundation(GB 50007—2002),some aspects,that can be easy ignored,are introduced.
针对《建筑地基基础设计规范》(GB 50007—2002)采用压力扩散角法验算软弱下卧层强度,介绍了工作中容易被忽视的地方,重点分析了扩散角的概念以及应用中对扩散角的取值应注意的问题。
3.
In the same condition,it s rationality and feasibility of the safe of soft substratum are proved by applying the specification and the brief formula.
分析并验证了当“Es1/Es2<3”时利用规范和简化公式验算地基软弱下卧层这一方法的合理性和可行性。
5) weak underlying stratum
软弱下卧层
1.
When there is weak underlying stratum bellowed the soil which is not be reinforced,the weak underlying stratum should be taken checking computations.
在深层搅拌桩设计中,布桩间距、负摩阻力等问题不应该被忽略;当复合地基中存在相对软弱夹层时,应对其进行强度验算;当桩端未加固土层以下有软弱下卧层时,应对其进行软弱下卧层验算;应采用多种方法进行复合地基沉降计算。
2.
This paper presents a computing method for fast calculating rectangular foundations with weak underlying stratum.
给出了具有软弱下卧层矩形基础的一种快速计算方法，推导出计算公式，编制了相应的计算程序，用该程序可快速计算出既经济又安全的基底尺寸。
3.
The direct calculation formulas of the rectangular foundation containing weak underlying stratum are induced and a computer program is developed.
推导出具有软弱下卧层土矩形基础的直接计算公式 ,编制了相应的计算机程序。
6) soft's ubsoil
下卧软弱层
补充资料：双[1-(4-二甲氨基)苯基2-苯基1,2-二硫代乙烯合镍]
分子式：
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
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