1.
Deformation Analysis on Composite Subgrade of End Bearing Pile under Flexible Foundation
柔性基础下端承桩复合地基变形分析
2.
Research on the Sediment Thickness of End Bearing Cast-in-place Pile--Monitoring of Sediment Thickness at the Bottom of End Bearing Pile Based on Reflective Method
桥梁端承冲击成孔灌注桩沉渣厚度研究——反射波法对端承桩孔底沉渣厚度的监测
3.
Application of super short end-bearing pile on the soft foundation in old pit
超短端承桩在故坑塘软弱地基上的应用
4.
Dynamical characteristics of an end bearing pile embedded in saturated soil under horizontal vibration
饱和土中端承桩水平振动动力响应分析
5.
Composite Construction Technology of Boring for End-bearing Pile in Spherical Weathered Boulders
球状风化孤石群内端承桩复合成孔施工技术
6.
TECHNIQUE OF POST GROUTING PILE(7) --FACTORS AFFECTING THE VERTICAL COMPRESSIVE BEARING CAPACITY OF PILES BY TIP AND SKIN GROUTING
后注浆桩技术(7)——影响桩端桩侧联合注浆桩竖向抗压承载力的因素
7.
Impact of Post Grouting Process of Pile Bottom on Bored Pile Bearing Behavior
桩端后注浆工艺对钻孔灌注桩承载性状的影响
8.
Model Test on Pile Bearing Behaviors in Clay Under Different Pile Tip Conditions
粘土中不同桩端条件下桩承载性状的模型试验
9.
The experimental study pile end post grouting pile bearing behavior of Jiuxugang Bridge
九圩港大桥桩端后压浆桩承载性能试验研究
10.
Analysis of rock-socketed pile uniaxial compressive strength and bearing capacity of pile tip at three dimensional effects
嵌岩桩单轴抗压强度和三维作用下桩端承载力
11.
The research on the post-grouting of pile end construction technique in improving the loading capacity of pile foundation
桩端后注浆技术提高桩基承载力研究初探
12.
COMPARISON TEST STUDIES ON THE LOAD BEARING CHARACTERISTICS OF POST-GROUTED BORED PILES IN SOFT SOIL
软土地区桩端后注浆桩承载性状对比试验研究
13.
Head-expanding Mechanism and Research on End Bearing Capacity of Ramming Expanded Piles
夯扩桩扩大头形成机理和桩端承载力特性研究
14.
Discussion on Estimation Calculation Method of the Ultimate Bearing Capacity of a Single Base-grouting Bored Pile in Shanghai Soft Soil Area
上海软土地区桩端后注浆灌注桩单桩极限承载力估算方法探讨
15.
Research on Integrity of Cement-flyash-gravel Pile and Bearing Capacity of Its Single Pile(Composite Foundation) of Subgrade
路基端承CFG桩完整性及单桩(复合地基)承载力研究
16.
The pile-end post-grouting technology can help to improve the bearing capacity of drilled grouting piles and to decrease their sedimentation.
桩端后注浆可以提高钻孔灌注桩的承载能力,减少其沉降量。
17.
Indoor Model Test Study and Analysis on Pile Bearing Characteristics under Different Pile Toe s Conditions;
不同桩端条件下桩基承载性状的室内模型试验研究及分析
18.
PRACTICAL ALGORITHM FOR THE TIP BEARING CAPACITY OF LARGE DIAMETER BELLED PILE OVER SOFT SUBSTRATUM
存在软弱下卧层的大直径扩底桩桩端承载力的实用算法