scholarly journals Theory of Measurement of Initial Stresses, by Stress Release Method for Micropolar Elastic Medium

2005 ◽  
Vol 71 (705) ◽  
pp. 817-823 ◽  
Author(s):  
Noriaki SUGISAKA ◽  
Takuo SUZUKI ◽  
Ken-ichi HIRASHIMA
Keyword(s):  
Elastic Medium ◽  
Theory Of Measurement ◽  
Initial Stresses ◽  
Stress Release ◽  
Release Method

scholarly journals BASIC STUDY OF STRESS MEASUREMENT BY STRESS RELEASE METHOD FOR ROADWAY PAVED WITH ASPHALT CONCRETE

2003 ◽  
Vol 8 ◽  
pp. 233-242
Author(s):  
Takeshi TANE ◽  
Masashi KUROSE ◽  
Kiyokazu KIMURA ◽  
Hitoshi TAGUCHI
Keyword(s):  
Asphalt Concrete ◽  
Stress Measurement ◽  
Stress Release ◽  
Basic Study ◽  
Release Method

scholarly journals BASIC STUDY ON LOW-TEMPERATURE CRACKING OF ASPHALT PAVEMENT USING STRESS RELEASE METHOD

2004 ◽  
Vol 9 ◽  
pp. 209-217
Author(s):  
Ryuji ABE ◽  
Hideto TAKEMOTO ◽  
Takuo SUZUKI ◽  
Kiyokazu KIMURA ◽  
Hitoshi TAGUCHI
Keyword(s):  
Low Temperature ◽  
Asphalt Pavement ◽  
Stress Release ◽  
Basic Study ◽  
Low Temperature Cracking ◽  
Release Method

Dynamics of deformation of an elastic medium with initial stresses

2017 ◽  
Vol 58 (5) ◽  
pp. 914-923 ◽  
Author(s):  
E. I. Romenskii ◽  
E. B. Lys’ ◽  
V. A. Cheverda ◽  
M. I. Epov
Keyword(s):  
Elastic Medium ◽  
Initial Stresses

G0100-2-3 Analytical Solution for Anisotropic Medium Using Stress Release Method

2010 ◽  
Vol 2010.1 (0) ◽  
pp. 15-16
Author(s):  
Takeshi TANE ◽  
Takeshi UCHIDA ◽  
Kiyokazu KIMURA ◽  
Hiroki HAMANO
Keyword(s):  
Analytical Solution ◽  
Anisotropic Medium ◽  
Stress Release ◽  
Release Method

scholarly journals Application of Comprehensive Landing Method During the Rectification for the Brick-concrete Buildings in Soft Soil Area

2015 ◽  
Vol 9 (1) ◽  
pp. 550-556 ◽  
Author(s):  
Zhang Xiao-nan ◽  
Shi San-yuan ◽  
Wang Xiao-lei ◽  
Zhao Hong-yu
Keyword(s):  
Yunnan Province ◽  
Soft Soil ◽  
Stress Release ◽  
Concrete Buildings ◽  
Concrete Building ◽  
Soft Soil Area ◽  
Release Method ◽  
Soil Area

This paper first analyzes the tilting reasons of a brick-concrete building in Yunnan province in China. Then, a comprehensive rectification method which combines the stress release method and the excavation of stress release trench was put forward. This method uses the anchor static pile in order to guarantee the safety of the building in the process of rectifying. The practice case showed that the inclination rate of the building returned to 3 % from 14.4 %, which proved the efficiency of the proposed method.

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