History of pile foundation engineering

1995 ◽  
Vol 32 (3) ◽  
pp. 110-114 ◽  
Author(s):  
V. M. Ulitskii
Keyword(s):  
Pile Foundation ◽  
Foundation Engineering ◽  
History Of

scholarly journals THE HISTORY OF THE DEVELOPMENT OF EXPERIMENTAL AND THEORETICAL RESEARCH IN NOVOCHERKASSK SCHOOL OF SOIL MECHANICS AND FOUNDATION ENGINEERING

2014 ◽  
Vol 2 (3) ◽  
pp. 0-0
Author(s):  
Геннадий Скибин ◽  
Gennadiy Skibin ◽  
Владимир Дыба ◽  
Vladimir Dyba ◽  
Юрий Галашев ◽  
...  
Keyword(s):  
Soil Mechanics ◽  
Theoretical Research ◽  
Scientific School ◽  
Foundation Engineering ◽  
History Of

The article discusses the results of trough experimental studies Novocherkassk scientific school of soil mechanics and foundation engineering.

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.

scholarly journals Analisis Riwayat Waktu Gempa Sesar pada Sistem Fondasi Tiang

2021 ◽  
Vol 4 (1) ◽  
pp. 205
Author(s):  
Alfandy Firmando ◽  
Hendy Wijaya ◽  
Amelia Yuwono
Keyword(s):  
Pile Foundation ◽  
Active Faults ◽  
Time History ◽  
Earthquake Fault ◽  
The North ◽  
Lateral Forces ◽  
History Of ◽  
Internal Forces ◽  
Lower Structure ◽  
Earthquake Faults

In Indonesia, many active faults that can cause earthquakes, one of them is the Palu Koro fault which extends approximately 240 km from the north (Palu City) to the south (Malili) to the Gulf of Bone. The effect of this earthquake fault caused enormous damage to infrastructure. The lower structure, namely the foundation, is part of a structure that transmits the load received from axial and lateral forces which then continues into the ground below. This foundation plays a big role in making the structure stand firm; however, pile failures still often occur in Indonesia. Because of that in this journal will be analyzing of the time history of earthquake faults in the pile foundation system. This analysis requires the assistance of a geotechnical based program. The program can process the data provided so that it produces a result that can be analyzed. The results can be in the form of internal forces, and displacement. The result of this curve we can see the effect of the earthquake fault on the foundation. From these results, it is expected to provide data to help plan structures to be built in areas prone to earthquake faults.AbstrakWilayah Indonesia banyak terdapat sesar aktif yang dapat menimbulkan gempa salah satunya sesar aktif di Sulawesi adalah sesar Palu Koro yang memanjang kurang lebih 240 km dari utara (Kota Palu) ke selatan (Malili) hingga Teluk Bone. Pengaruh gempa sesar ini menimbulkan kerusakan yang sangat besar dalam infrastruktur. Struktur bawah yakni Fondasi ialah bagian dari suatu struktur yang meneruskan beban yang diterima dari gaya aksial dan lateral yang kemudian meneruskan ke dalam tanah di bawahnya. Fondasi inilah berperan besar membuat struktur tersebut dapat berdiri kukuh akan tetapi kegagalan tiang masih sering terjadi di Indonesia. Dengan demikian pada jurnal ini dilakukan analisis riwayat waktu gempa sesar pada sistem fondasi tiang. Analisis ini membutuhkan bantuan program berbasis geoteknik. Program dapat mengolah data-data yang diberikan sehingga menghasilkan suatu hasil yang dapat di analisis. Hasil tersebut dapat berupa kurva gaya dalam dan perpindahan. Hasil dari kurva ini kita dapat melihat pengaruh dari gempa sesar tersebut terhadap fondasi. Dari hasil tersebut diharapkan dapat memberikan data-data untuk membantu merencanakan bangunan struktur yang akan dibangun di wilayah yang rawan akan gempa sesar.

Some clay-related problems in engineering geology in North America

Clay Minerals ◽  
1986 ◽  
Vol 21 (3) ◽  
pp. 261-278 ◽  
Author(s):  
J. E. Gillott
Keyword(s):  
Clay Minerals ◽  
Oil Sands ◽  
Building Materials ◽  
Petroleum Industry ◽  
Petroleum Engineering ◽  
Foundation Engineering ◽  
Concrete Durability ◽  
History Of ◽  
Drilling Operations ◽  
Cap Rock

AbstractClay minerals are almost ubiquitous in soil and rock and are among the most reactive silicates. They affect the engineering behaviour of soil and rock both as materials of construction and as foundation materials. In the petroleum industry, clay affects the permeability of reservoir formations, it is a common cap-rock, and it is also a constituent of the fluids used in drilling operations. Engineering behaviour almost always involves clay-water interaction and in turn this depends on the nature of water and solutions and on the composition and microstructure of the clay. The importance of clay to specific problems from each of these areas is discussed. In foundation engineering its role in soil-moisture interaction is illustrated by reference to problems resulting from the geological history of some North American soils and from engineering activities. In building materials, reference is made to its effect on concrete durability in aggregate-related problems. The importance of clay in petroleum engineering refers to authigenic clays in reservoir rocks, to clay behaviour in the Alberta oil sands and to the use of clay minerals as a geothermal thermometer.

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