NDLI: Analysis of characteristic of stress dispersion on highway's two-layered subgrade

Content Provider	IEEE Xplore Digital Library
Author	Haiying Cao Shuangjun Xu Yuanming Dou
Copyright Year	2010
Description	Author affiliation: School of Civil Engineering, Hebei University of Technology, Tianjin, China (Yuanming Dou) \|\| School of City Construction, Hebei Normal University of Science and Technology, Qinhuangdao, China (Shuangjun Xu) \|\| School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, China (Haiying Cao)
Abstract	Exploiting the potential value of dry crust can produce great technical economic benefitis in important projects, especially in highway engineering, but the characteristic of dry crust's stress dispersion on two-layered subgrade needs further study at present. Based on the experimental road section of Xingtai-Linxi highway in soft soil area, the monitoring data of lamination settlement, which has been processed by virtue of theoretical formula and grey prediction, can reveal the characteristic of stress dispersion directly. Meanwhile, for resolving the difficulties created by the finiteness of actual data in relative research, a new factor of influence without conditionality is put forward, which can represent the contribution of geological condition to the effect of stress dispersion synthetically. The case study shows that the coefficients of stress dispersion obtained from actual data and other methods, such as theoretical arithmetic and numerical simulation, remain big errors, so the effect of application caused by the former methods should be paid close attention to.
Starting Page	1015
Ending Page	1018
File Size	310437
Page Count	4
File Format	PDF
ISBN	9781424477371
e-ISBN	9781424477395
DOI	10.1109/MACE.2010.5536689
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-26
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Geology Hydrogen Two-layered subgrade Prediction model Stress dispersion Stress Dispersion Road transportation Finite element method Road engineering Lamination Soil Cities and towns Economic forecasting Dry crust Civil engineering
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Prediction of silt soil subgrade moisture content based on unsaturated seepage theory

Analysis of laterally-loaded piles embedded in multi-layered soils using efficient finite-element method

Structural characteristics of cement-stabilized soil bases with 3D finite element method

Bearing Capacity of Two-Layered Artificial Ground with Firm Crust and Weak Subgrade Under Circular Pressure

Prediction of traffic density for congestion analysis under Indian traffic conditions

A bibliometric review on stability and reinforcement of special soil subgrade based on CiteSpace

Dynamic Response Characteristic of Layer Interface of Soft Soil Subgrade with Dry Crust Covering and Its Engineering Application

FINITE-ELEMENT ANALYSIS OF STRENGTHENING THE SUBGRADE ON THE BASIS OF BORING AND MIXING TECHNOLOGY

Finite element modeling of lime stabilized low volume rural roads.

Analysis of characteristic of stress dispersion on highway's two-layered subgrade

Similar Documents

Prediction of silt soil subgrade moisture content based on unsaturated seepage theory

Analysis of laterally-loaded piles embedded in multi-layered soils using efficient finite-element method

Structural characteristics of cement-stabilized soil bases with 3D finite element method

Bearing Capacity of Two-Layered Artificial Ground with Firm Crust and Weak Subgrade Under Circular Pressure

Prediction of traffic density for congestion analysis under Indian traffic conditions

A bibliometric review on stability and reinforcement of special soil subgrade based on CiteSpace

Dynamic Response Characteristic of Layer Interface of Soft Soil Subgrade with Dry Crust Covering and Its Engineering Application

FINITE-ELEMENT ANALYSIS OF STRENGTHENING THE SUBGRADE ON THE BASIS OF BORING AND MIXING TECHNOLOGY

Finite element modeling of lime stabilized low volume rural roads.

Analysis of characteristic of stress dispersion on highway's two-layered subgrade