scholarly journals A REVIEW OF p-y RELATION FOR SINGLE PILES BASED ON FIELD HORIZONTAL LOADING TEST DATA

2011 ◽  
Vol 17 (35) ◽  
pp. 95-100
Author(s):  
Nao YOSHIKAWA ◽  
Yasutsugu SUZUKI ◽  
Koichi KOBAYASHI ◽  
Shigeo KANAI ◽  
Yukio ABE
2021 ◽  
Author(s):  
Rajendra Kumar ◽  
Bikash Sah ◽  
Praveen Kumar

<div>The work presents a fast and accurate empirical stray loss model for inverter fed three-phase induction motors (IMs). The model is intended to quantify the SL both at the design stage and, normal operation of the IM. The development of the model considers the variations of frequency, switching frequency and motor’s loading. Test data of 128 operating points of two training IMs are used to develop the model. The accuracy and prediction capability of the proposed model is presented with the measured SL values for 128 operating points of another set of two IMs of the same specifications and different geometries.</div>


Author(s):  
Takashi KURATA ◽  
Hisatoshi KASHIWA ◽  
Yasuhiro HAYASHI ◽  
Shuji TAMURA ◽  
Keiichiro SUITA

2019 ◽  
Vol 2019 ◽  
pp. 1-12
Author(s):  
Baoning Hong ◽  
Hao Shan ◽  
Xin Liu ◽  
Fenqiang Xu ◽  
Ke Sheng

This paper proposes an incipient assessment method for postconstruction settlement of highway subgrade by using statistical analysis approach with an improved static loading test method, time-extended loading test. The time-extended loading residual settlement Sr(t) and settlement rate Vs(t) are calculated from the field test data. The test procedure and the corresponding experimental validations are presented. Based on the field test data, a probabilistic model is built to bridge the final residual settlement and the actual postconstruction settlements. The proposed time-extended loading test based assessment system has been validated through three operating and well-documented road sections. According to the validation results, the construction quality can be accurately evaluated at an early stage and the corresponding remedial measures can be applied timely.


2018 ◽  
Vol 13 (7) ◽  
pp. 1333-1344
Author(s):  
Hajime Yokouchi ◽  
Yoshimitsu Ohashi ◽  
◽  

Several traditional building group districts exist in Japan as a system for preserving the remaining historical villages and townscapes of the country, along with their surrounding environment. In the northern Kanto region of Japan, there remain examples of many dozo-style structures called “Dozo-dukuri,” forming a distinctive historical townscape. In the 2011 Tohoku Region Pacific Offshore Earthquake, the traditional townscapes and dozo-style structures of the Kanto region were seriously damaged. When restoring the walls of damaged dozo-style structures to a sound condition, demolishing and reconstructing all the mud requires considerable labor; moreover, few modern artisans can construct mud walls. However, if there was a method that could recover the structural performance of the walls immediately via partial repair, the restoration of the walls could again become economical. Therefore, in this study, we first surveyed the specifications of mud walls in the northern Kanto region. Then, we performed horizontal loading tests on full-scale walls produced according to the survey results to determine the structural performance of walls under a horizontal force, e.g., an earthquake. Further, a test specimen damaged by a horizontal force was repaired, and a horizontal loading test was performed again. The results elucidated the structural performance recoverability obtained by the proposed repair method.


1994 ◽  
Vol 31 (5) ◽  
pp. 740-748 ◽  
Author(s):  
Ali Bouafia

This paper presents the results of repetitive cyclic lateral loading test carried out in a centrifuge on two reduced models of single piles instrumented with strain gauges. The pile models, their instrumentation, the experimental setup, and the construction of the soil model are described. Effects of the pile surface roughness and of sand density on the pile behaviour are studied. The latest part of this paper deals with the construction of P–Y lateral reaction curves and the variation of the horizontal subgrade modulus with the number of cycles. Key words : pile, centrifuge, sand, cyclic loading, density, roughness.


2006 ◽  
Vol 12 (23) ◽  
pp. 315-320 ◽  
Author(s):  
Mahito NAKAZONO ◽  
Naotoshi FUJI ◽  
Shinji IWATA ◽  
Kazuya BONKOBARA ◽  
Eiichi INAI ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document