不均匀沉降

某住宅楼不均匀沉降原因分析

Analysis on the Reasons of the Nonuniform Settlement of Some building

邻近大面积堆载作用下某厂房结构的不均匀沉降分析

The Nonuniform Settlement Analysis for a Industrial Building under the Adjacent Large-area Loading

基层厚度（15～16）cm时，抵抗路基不均匀沉降的能力最佳。

Base 's resistance to asymmetrical settlement at the thickness ( 15 ~ 16 ) cm is best .

阐述了热电站汽轮机基础产生不均匀沉降的原因，以及采用CN法对其地基进行加固的成功经验。

The Paper elaborates the reason why the ground of steam turbine in the thermal power station unevenly subsides and the successful experience of ground strengthening with CN method .

结果表明：合理模量和厚度的EPS板既可以减荷，也可以起到稳定结构纵向不均匀沉降的作用。

The result shows that EPS plank with reasonable modulus and depth can not only reduce the load , but also play a role in stabilizing and balancing the longitudinal unequal settlement .

本文针对盾构隧道推进中引发的地表沉降采用PECK公式对其影响因素进行了讨论；根据有关规定的的地表不均匀沉降的限值，针对不同的隧道直径提出了上覆土最小厚度的经验公式。

This paper employ the PECK formula to dicuss the key-factors of shield-tunnelling , proposes a experiential formula about the minimum depth of the covering-layer .

研究了风荷载、温度荷载、支座不均匀沉降作用下的LTG桥的受力性能。

The mechanics characteristics of the bridge under wind loads , temperature loads and non uniform settlements of supports were researched .

基于FWD检测的公路桥台搭板脱空灌浆法处理灌浆法技术在预防路基不均匀沉降中的应用

TEST STUDY ON GROUTING TREATMENT OF CAVITY UNDER BRIDGE END TRANSITION SLAB BASED ON PWD The application of grouting method in preventing uneven settlement of roadbed

建立了20m到100m不同弦长以及0到100mm不同沉降幅值的余弦式轨道结构不均匀沉降分析模型，研究了轨道板上的弯矩分布规律，重点比较了沉降曲线始端截面与中间截面的弯矩大小。

Uneven settlement model of cosine type with different settlement chord and amplitude is established to analysis the distribution of slab moment , and section moment between the start of settlement curve and the end of settlement curve are compared .

当三峡水库蓄水至175m时，填筑体绝大部分处于库水位以下，设计中必须考虑填方体的整体稳定性和湿化变形引起高填方不均匀沉降对直径为70m的氧化沟的不利影响。

When the TGP 's water level arrives at 175m , the most part of the high fill will be submerged , it is necessary for designer to consider the overall stability , the differential settlement and the slaking deformation of the high fill due to wetting .

施工降水造成邻近建筑物不均匀沉降一例

An Example of Uneven Settlement of Neighbouring Buildings caused by Dewatering

灌浆法技术在预防路基不均匀沉降中的应用

The application of grouting method in preventing uneven settlement of roadbed

调整回填土量解决基础不均匀沉降

Adjusting quantity of backfilling earth to solve differential settlement of foundation

水平静载荷下复合地基的不均匀沉降分析

Analysis on Non-uniform Settlement of Composite Foundation under Horizontal Static Load

上部结构刚度对地基不均匀沉降的影响与分析

Effect and Analysis of Uneven Settlement of Foundation of Superstructure Stiffness

浅谈砌体结构地基不均匀沉降损害的防治措施

Prevention Measures Of Asymmetry Settlement Damage Of Foundation With Masonry Structure

地基不均匀沉降后的某框架结构安全性分析

The Security Analysis of the Framework Structure with Unequal Foundation Settlement

如何减少软弱地基上建筑物的不均匀沉降

How to decrease the uneven sedimentation of building on soft ground

基坑周边建筑物不均匀沉降变形的模拟分析

Numerical analysis of differential sedimentation deformation of building around foundation pit

加筋路基处治不均匀沉降模型试验研究

Effect of reinforced subgrade on differential settlement by model test research

黄河淤背固堤工程不均匀沉降监测

Monitor Uneven Settle on Silt Arrester Project of the Yellow River

用压力灌浆法处理不均匀沉降住宅楼

Pressure grouting method for the unequal settlement of the residential building

地基不均匀沉降对房屋的危害分析及治理对策研究

Research on Non-uniformity Settlement of Foundation and Proposing Effective Preventing Countermeasures

高等级公路软土地基容许工后不均匀沉降指标研究

Inquiry of Differential Settlements Index about Highway Pavement on Soft Soil Foundation

某住宅不均匀沉降病害分析与研究

Analysis and Study on Differential Settlement Disease in a Residence

高层建筑地基不均匀沉降施工技术

The constructing technology of high building with non-uniform subsidence in its ground

不同路面结构对软基不均匀沉降的适应性研究

Adaptability of Different Asphalt Pavement Structures on Soft Ground with Differential Settlements

软土地基上住宅建筑不均匀沉降分析

Analysis of Differential Settlement of A Building on Soft Ground

复合基桩不均匀沉降的事故处理

Treatment of Accident from Uneven Settlement of Complex Foundation Piles

活动断裂带区内建筑物基础不均匀沉降监测

Monitoring of Uneven Settlement of Building Foundations Located on Active Fault Zone