1.
Treatment of Broken PHC Pile and Related Analysis
PHC桩断桩问题的处理与分析研究
2.
Prevention of underwater cast-in-situ concrete pile breaking and its processing
水下灌注混凝土桩断桩的预防与处理
3.
Check out of the Accident of Broken Precast Concrete Pile and Survey of the Effects of Repair;
预制桩断桩事故的检测验证与处理效果监测
4.
Analysis on Broken and Fractured Prestress Pipe-pile and Its Quality Control;
预应力管桩断桩(裂缝)原因分析及质量控制
5.
Analysis and remedies of pile-breakage fatal accidents in Chuanhezhou;
川河洲特大桥桩基断桩事故分析和处理
6.
Accident analysis of the typical precast pile broken pile Q-s curve project
典型预制桩断桩Q—s曲线工程事故分析
7.
Analysis on the Pile Broken Problems in Construction of Prestressed Tubular Pile and the Counter Measures
预应力管桩施工断桩问题分析及处理对策
8.
Analysis of the Influence of Partition Piles during Tunneling Excavation;
隔断桩在隧道开挖过程中的作用分析
9.
Treating Methods for the Displacement of Reinforcing Cage and Pile Breaking in Bored and Cast-in-place Pile Work
钻孔灌注桩施工中钢筋笼偏位及断桩的处理方法
10.
Discussion on Cut Pile Analysis and Treatment Measures of Pressing Prestressed Pipe in Soft Soil Foundation Construction
静压预应力管桩在软土地基工程施工中的断桩原因分析与处理
11.
Delicate Study of Reservoir of Es_2 of Z45-1 Fault-Block in Zhuangxi Oil Field;
桩西油田桩45-1断块沙二段储层精细研究
12.
Retention of Selected Cores to All-ceramic Posts and Fracture Resistance of the All-ceramic Posts in Post-and-core System;
两段式全瓷桩核桩—核间固位力及全瓷桩核断裂强度的研究
13.
Technology of Fault Diagnosis in Pile Based on Artificial Neural Network;
基于神经网络的灌注桩故障诊断技术
14.
Study on the Section and Calculation Method for the Large Deep-water Sheet-pile Wharf
大型深水板桩码头断面及计算方法研究
15.
Treatment of soft copper strip burning out due to transformer bolt loosening
变压器低压桩螺母松动引起软铜带烧断的处理
16.
Numerical simulation of preliminary lining of large section crossing tunnels constructed with PBA method
洞桩法大断面群洞交叉隧道初衬数值模拟
17.
Vertical include the mark of roadway stake, traverse and endlong, the earthwork of roadway, count and label of level grade.
竖向包括道路桩号、断纵断、路土方、高坡度计算标注等功能。
18.
But the judgment of the pile's integrity can not be obtained in this testing method.
但是，静载荷试验方法对桩身完整性的判断则无能为力。