1.
Analysis on the effect of pile bottom load-bearing stratum on the detection signal of low strain reflected wave method
桩底持力层对低应变反射波法检测信号的影响分析
2.
Application of High-pressure Rotary Concrete-jetting Technology in the Reinforcement of the Bearing Layer of Rock-socketed Cast-in-place Pile Bottom
高压旋喷注浆法在钻孔灌注嵌岩桩底持力层补强加固中的应用
3.
The Application Effect Analysis of Post grouting Under Bored Piles with Different Bearing Strata
不同持力层钻孔桩桩底后注浆应用效果分析
4.
Post Grouting Technology at pile bottom in scree bearing layer
桩底后注浆技术在卵石持力层中的应用
5.
Adopted artificial to dig and expand bottom in-situ pile at the some building whileⅠperiod engineering,the pile point supporting layer is ⑤ layer fine sand.
一期工程在某些建筑地段采用人工挖孔扩底灌注桩,桩端持力层为⑤层细砂层。
6.
After the Pile Karst Geological Conditions Pile Bearing Stratum Bedrock Cave Processing
成桩后喀斯特地质桩端持力层基岩溶洞的处理
7.
Research on Bearing Stratum under Pile Toe in Loess Regions under Seismic Wave;
桩端黄土持力层对地震波的响应研究
8.
The Selecting of Bearing Layer for Piles in Zhejiang Wealth Financial Center
浙江财富金融中心桩基持力层的选择
9.
Analysis of Effect Testing of Post Grouting of Pile End in Scree Bearing Stratum
卵石持力层桩端后压浆效果检测分析
10.
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
11.
Illustration Analysis on Bearing Capacity of Pile Embedded in Soft Rock
软岩作为持力层的嵌岩桩承载力实例分析
12.
Bearing stratum effect at pile end of pile-cap-net structure subgrade based on centrifugal model tests
基于离心模型试验的桩帽网结构路基桩端持力层效应研究
13.
Research on Application of Long-Short-Pipe-Piles in the Ground with Shallow Bearing Strata
长短管桩在含浅部持力层的地基中的应用研究
14.
Vestigation of Monitoring and Testing with Load-carrying Behavior for Pre-fabricated Pipe
基桩持力层岩土承载性状监控试验分析
15.
The Application of composite pile foundation in deep soft Soil with a relative hard lager
相对硬层作持力层的桩复合基础在巨厚软土层中的应用
16.
INFLUENCE OF PILE BOTTOM SLIME ON SKIN FRICTION AND BEARING CAPACITY ESTIMATION TO PILE
桩底沉渣对桩侧摩阻力影响及桩承载力的估算
17.
Study on Pile-Soil s Stress-Stain of Tubular Piles before and Back Grouting;
管桩桩底注浆前后桩土应力应变特性研究
18.
The bearing capacity characteristic value of a single pile can be increased greatly through post pressure grouting from pile sides and bottom.
通过对桩侧和桩底后压浆，可大幅度提高钻孔灌注桩单桩承载力。