Pile foundation engineering during years of Soviet power

1977 ◽  
Vol 14 (5) ◽  
pp. 297-300
Author(s):  
B. V. Bakholdin
Keyword(s):  
Pile Foundation ◽  
Foundation Engineering ◽  
Soviet Power

Foundation engineering during years of Soviet power

1967 ◽  
Vol 4 (5) ◽  
pp. 299-304 ◽  
Author(s):  
N. M. Sokolov ◽  
M. G. Efremov ◽  
S. A. Rivkin
Keyword(s):  
Foundation Engineering ◽  
Soviet Power

Model Tests of Foundation Bearing Capacity of Sandy Soil and Pile Foundation Bearing Capacity

2014 ◽  
Vol 580-583 ◽  
pp. 113-117
Author(s):  
Shi Jie Lu ◽  
Hua Dong Chen ◽  
Wei Chen ◽  
Tong Xiang ◽  
Xie Feng Hong
Keyword(s):  
Bearing Capacity ◽  
Sandy Soil ◽  
Pile Foundation ◽  
Soil Mechanics ◽  
Model Tests ◽  
Foundation Engineering ◽  
Foundation Settlement ◽  
Load Bearing ◽  
Model Device ◽  
Weight Loading

Using self―made model device, researchers studied the characteristics of foundation settlement of sandy soil and pile foundation load―bearing in sandy soil. Through weight loading, researchers analyzed the phenomenon of foundation settlement. Then, researchers embedded friction piles in sand, so as to analyzed pile foundation bearing capacity. The methods and results of the research can provide guidance for teaching of Soil mechanics and foundation engineering.

Determining the Pile Bearing Capacity by the Curve Match Method of High Strain Dynamic Testing

2013 ◽  
Vol 438-439 ◽  
pp. 1414-1418
Author(s):  
Wei Ding ◽  
Qing Liu ◽  
Bing Yu Wang ◽  
Kang Kang Sun ◽  
Feng Tao Sui
Keyword(s):  
Bearing Capacity ◽  
Static Loading ◽  
Pile Foundation ◽  
High Strain ◽  
Dynamic Testing ◽  
Design Parameters ◽  
Foundation Engineering ◽  
Match Method ◽  
Error Sources ◽  
Shaft Resistance

This paper determines the bearing capacity of pile and shaft resistance by the curve match method of high strain dynamic testing. By the comparison of bearing capacity of pile between the testing results of static loading and dynamic high strain, the reliability and surveying precision of the curve match method is analyzed, and the error sources and reasons are explored, to reasonably determine the design parameters of pile foundation engineering.

Auger Bored Piles Application Works in the Subway

2014 ◽  
Vol 580-583 ◽  
pp. 1301-1305
Author(s):  
Yang Wu
Keyword(s):  
Pile Foundation ◽  
Foundation Engineering ◽  
Quality Cost ◽  
Foundation Construction ◽  
Wet Process ◽  
Long Duration ◽  
Geological Conditions ◽  
Bored Piles ◽  
Subway Construction ◽  
The Impact

<span><span lang="EN-US">Pile Foundation Construction jobs are usually wet process has contaminated a large, long duration, the pile of inconsistent quality, cost out. And long bored piles to adapt to a variety of complex geological conditions, but not the impact of water table, is widely used in various projects of the foundation engineering, this according to subway construction in Kunming, the application of experience, a brief description length screw pile construction anti-interpolation technology.</span>

The Engineering Accident Analysis of Cast-In Situ Bored Pile

2012 ◽  
Vol 446-449 ◽  
pp. 1514-1519
Author(s):  
Bin Tang ◽  
Ting Wang ◽  
Zi Ning Shan
Keyword(s):  
Pile Foundation ◽  
Bridge Engineering ◽  
Foundation Engineering ◽  
Construction Process ◽  
Floating Pile ◽  
Bored Pile ◽  
Wrong Identification ◽  
Catheter Tube ◽  
The Impact

Abstract: Cast-in situ bored pile is a common form of pile foundation and widely used in road and bridge engineering in China. Because of complex cast-in situ bored pile construction process, high technical content requirement, vulnerable to the impact of human and environmental factors, cast-in situ bored piles prone to various kinds of quality problems in the construction process, such as drilling deflection, drilling hole collapse and diameter reduction, wrong identification of pile-end’s bearing stratum, catheter tube blockage, reinforcement cage floating, pile breaking, pile silted, etc. These problems often make it difficult to meet the design requirements into a pile formation, and difficultly to remedy. In this paper, Zhoutian Zhenjiang bridge at Shaoguan City, Qujiang to Nanxiong highway A03 contract bid package cast-in situ bored pile foundation engineering encountered in the construction collapsed hole, inclined hole, catheter tube blockage and other issues for example to analyzes the cause of cast-in situ bored pile engineering accident, made appropriate preventive measures and processing method.

Prospects for the development of pile-foundation engineering in the ministry of industrial construction of the USSR

1982 ◽  
Vol 19 (6) ◽  
pp. 244-247
Author(s):  
V. M. Ponin ◽  
V. A. Il'yashenko ◽  
B. V. Goncharov ◽  
G. S. Kolesnik
Keyword(s):  
Pile Foundation ◽  
Foundation Engineering ◽  
Industrial Construction
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