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Meanwhile,The distributed pattern of PURF particles is observed by microscope.The results show that the bearing capacity of cellular columniation is evidently improved by the infilling of additive.With the increasing content of additive,the compress strength of PURF was effectively enhanced f...

实验结果表明,泡孔支柱处的增强剂加强了其承载能力,有利于压缩性能的提高;随着增强剂用量的增加,PURF压缩强度和模量先增加后降低,即增强剂用量处于最佳用量范围内时,PURF体现最好的压缩性能;并随着纯聚氨酯硬质泡沫塑料密度的增加,其压缩性能有显著的提高。

Using the apparatus of high stress and high hydraulic pressure developed by author, a series of tests was carried out, and the expressions of dewater consolidated settlement with hydraulic pressure and coefficient of permeability with efficient stress was obtained.

通过自行设计的高应力、高水压试验装置,进行了一系列的试验,获得了疏排水沉降量与水压变化、渗透系数与有效应力之间的关系表达式;首次对回归系数的主要影响因素从颗粒级配的特征粒径和特性参数入手,进行了系统的分析;得到了压缩模量与水压降的正相关关系式;提出了一种简便、易行的先期固结压力的确定方法,并对深土力学特性进行了初步研究;推导了各种边界条件下Terzaghi 和Biot 固结理论的水头及沉降量的解析解或半解析解;编写了隐式差分

Then the pile-soil stress characteristics and stabilizing mechanism of the composite foundation are fully discussed. Based on the close analysis of the influence factors of the vertical bearing capacity, circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity, respectively. Moreover, with analyzing the features of the calculation parameters such as materials of gunite mortar, jet pressure, diameter of the jet pipe, pile length, pile layout, a design theory for chemical churning pile composite foundation is proposed. Then, the variation of the pipe deformation with loads, the deformation coordination of pile and soil are studied. And methods to decide pile-soil stress ratio and the compressive modulus are developed. Meanwhile, the corresponding design method and the design parameters are proposed. In addition, studies for construction technique and quality detection of the chemical churning pile composite foundation are presented.

在此基础上深入探讨了旋喷桩的桩土受力特性及其复合地基的加固机理,从影响旋喷桩复合地基竖向承载力的因素入手,基于圆孔扩张理论给出了桩体竖向应力及旋喷桩复合地基的竖向承载力计算公式;通过对喷射浆液、喷射压力选取、喷射直径估算、桩长及桩位设计等各种计算参数的深入分析和研究,提出了一套相应的旋喷桩复合地基设计计算方法;通过计算分析,深入探讨了旋喷桩复合地基变形随荷载变化规律、桩和桩间土变形协调关系、桩土应力比及复合地基压缩模量的确定,并提出相应的设计方法和修正参数;此外,结合工程应用,对旋喷桩复合地基的施工技术及其现场质量检测方法进行了较全面的探讨。

Given the incompressibility of water, a relation between specific elastic storage, compressibility modulus and deformation modulus was inferred by applying current related formulas.

主要完成了如下工作:(1)在假定水不可压缩的情况下,利用已有的相关公式推导了单位弹性释水系数与土层压缩模量、变形模量之间的关系。

Then, according to differential equation of pile displacement and algebraic equation of neutral plane, the depth ratio of neutral planeλis solved by semi-analytical method. In the calculation example, the influence of pile compressive modulus, pile length and compressive modulus of subsoil beneath pile-bottom on the parameterλis analyzed. Moreover, the range ofλis also calculated.

然后,根据桩体位移微分方程和中性面代数方程,应用半解析的方法求解了中性面深度比λ,由算例分析了桩体压缩模量、桩长和桩端土压缩模量三个影响因素的变化对中性面深度比λ的影响,及刚性桩复合地基中性面深度比λ的取值范围。

The compression modulus of sandy soil exerts influence on the stability of sandy soil surrounding rock of tunnel.

砂类土的压缩模量与砂类土体隧道围岩稳定性有较大的关系。

Our company has passed ISO-9001 (2000) Quality System Certification, and in strict accordance with scientific management system for the implementation of factory management, and seriously in accordance with the relevant standards, technological requirements for production, also equipped with vulcanized Miriam , tensile strength testing machine, rubber international sclerometer, compression modulus of the aging tanks in a series of advanced testing and test equipment, and to take all effective measures to ensure that products comply with relevant laws and regulations and customer requirements.

本公司已经通过ISO-9001(2000)质量认证体系认证,并严格按科学的管理体系实施工厂管理,认真按照相关的标准、工艺要求进行生产,还配备有硫化仪,拉力强度试验机,橡胶国际硬度计,压缩模量计老化箱等一系列先进的检测和试验设备,并采取一切有效的措施确保产品符合有关法律法规和顾客要求。

When the ratio of compressive modulus of superstratum and substratum is less than 3,academic diffused angles of natural subgrade with soft substratum under pressure in this paper are investigated.

对上下层土压缩模量比小于3的软弱下卧层的压力扩散角进行了研究,得出了扩散角理论值,可供相应工程参考。

Firstly,by the analysis of influencing factors of settlement of loessal foundation, results indicated that among the three settlement methods such as the layer-wise summation method based on chord modulus, the layer-wise summation method based on modulus of compressibility and the layer-wise summation method based on modulus of deformation and so on, the layer-wise summation method based on chord modulus is superior to the other two methods and is very close to the actual measurement settlement of building according to the grey incidence analysis on influencing factors of settlement.

本文采用灰色系统理论中的关联分析法对黄土地基变形进行了因素关联分析,并取得一些成果。通过分析影响黄土压缩变形的因素,对于沉降变形因素的关联分析,在对影响变形的诸因素进行分析的基础上,最终证明选择了四种因素作为确定弦线模量表依据的正确性,证明了据此建立的以弦线模量为基础的变形定量分析的表达式是可行的。从关联分析以及弦线模量法的简便、直观、便于推广应用的特点来看,弦线模量法计算沉降是值得大力推广的。

It is significant to investigate the stress-strain relationship of green sand to control the molding quality.

利用侧限压缩试验,研究了松散型砂在侧限应力状态下的力学行为,描述型砂压实状态的物理量,提出了型砂的瞬时压缩模量与压缩状态相关的假设。

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