设为首页
收藏本站
网站地图
|
English
|
公务邮箱
About the library
Background
History
Leadership
Organization
Readers' Guide
Opening Hours
Collections
Help Via Email
Publications
Electronic Information Resources
常用资源
电子图书
期刊论文
学位会议
外文资源
特色专题
内部出版物
中国地质文献-英文(2)
馆藏书目(1)
CNKI学位论文(293)
CNKI期刊论文0611(6)
知网期刊论文(354)
在“
Elsevier电子期刊
”中,
命中:
54
条,耗时:0.0569356 秒
在所有数据库中总计命中:
656
条
1.
Evaluating the rutting resistance of asphalt mixtures using a simplified
triaxial
repeated
load
test
作者:
Tanyong Zhu
;
Tao Ma
;
Xiaoming Huang
;
Siqi Wang
关键词:
Asphalt mixtures
;
Permanent deformation
;
Rutting resistance
;
Creep properties
;
Triaxial
repeated
load
test
刊名:Construction and Building Materials
出版年:2016
2.
Performance Checks for Unbound Aggregate Base Permanent Deformation Prediction Models under Dynamic Stress States Induced by Moving Wheel
Load
ing
作者:
Yuanjie Xiao
a
;
yjxiao@csu.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Erol Tutumluer
b
;
tutumlue@illinois.edu" class="auth_mail" title="E-mail the corresponding author
关键词:
Unbound aggregates
;
permanent deformation
;
rutting
;
repeated
load
triaxial
tests
;
dynamic stress states
;
moving wheel
load
ing
刊名:Procedia Engineering
出版年:2016
3.
Effect of Fly Ash and Rice Husk Ash on Permanent Deformation Behaviour of Subgrade Soil under Cyclic
Triaxial
Load
ing
作者:
Aditya Kumar Anupam
a
;
addiknit03@gmail.com
;
Praveen Kumar
b
;
R.N.G.D. Ransinchung
c
关键词:
Resilient modulus
;
Permanent strain
;
cyclic
triaxial
load
ing
;
fly ash and rice husk ash
刊名:Transportation Research Procedia
出版年:2016
4.
Elasto-plastic behaviour of frozen soil subjected to long-term low-level
repeated
load
ing, Part I: Experimental investigation
作者:
Qionglin Li
a
;
b
;
c
;
Xianzhang Ling
a
;
c
;
xianzhang_ling@263.net" class="auth_mail" title="E-mail the corresponding author
;
Daichao Sheng
b
;
d
关键词:
Accumulated strain
;
Accumulated direction
;
Resilient modulus
;
Frozen soil
;
Long-term low-level
repeated
stress
刊名:Cold Regions Science and Technology
出版年:2016
5.
A Framework to Utilize Shear Strength Properties for Evaluating Rutting Potentials of Unbound Aggregate Materials
作者:
Issam Qamhia
a
;
qamhia2@illinois.edu" class="auth_mail" title="E-mail the corresponding author
;
Erol Tutumluer
a
;
tutumlue@illinois.edu" class="auth_mail" title="E-mail the corresponding author
;
Liang Chern Chow
b
;
lchow@amengtest.com" class="auth_mail" title="E-mail the corresponding author
;
Debakanta Mishra
c
;
debmishra@boisestate.edu" class="auth_mail" title="E-mail the corresponding author
关键词:
Aggregate Gradation
;
Unbound Aggregate Testing
;
Permanent Deformation
;
Repeated
Load
Triaxial
Testing
;
Triaxial
Shear Strength Testing
;
Shear Stress Ratio
;
Aggregate Rutting Model
刊名:Procedia Engineering
出版年:2016
6.
Influence of Post Compaction on the Moisture Sensitive Resilient Modulus of Unbound Granular Materials
作者:
Mohammad Shafiqur Rahman
a
;
shafiqur.rahman@vti.se" class="auth_mail" title="E-mail the corresponding author
;
Sigurdur Erlingsson
a
;
b
;
sigurdur.erlingsson@vti.se" class="auth_mail" title="E-mail the corresponding author
关键词:
unbound granular materials
;
resilient modulus
;
moisture
;
post compaction
;
repeated
-
load
triaxial
test
;
modelling
刊名:Procedia Engineering
出版年:2016
7.
Resilient modulus of fine-grained soil and a simple testing and calculation method for determining an average resilient modulus value for pavement design
作者:
Bao Thach Nguyen
;
Abbas Mohajerani
关键词:
Pavement
;
Resilient modulus
;
Fine-grained soils
;
Subgrade
;
Repeated
load
triaxial
刊名:Transportation Geotechnics
出版年:2016
8.
Modelling the Moisture Dependent Permanent Deformation Behavior of Unbound Granular Materials
作者:
Mohammad Shafiqur Rahman
a
;
shafiqur.rahman@vti.se" class="auth_mail" title="E-mail the corresponding author
;
Sigurdur Erlingsson
a
;
b
;
sigurdur.erlingsson@vti.se" class="auth_mail" title="E-mail the corresponding author
关键词:
unbound granular materials
;
permanent deformation
;
moisture
;
repeated
-
load
triaxial
test
;
model
刊名:Procedia Engineering
出版年:2016
9.
Elasto-plastic behaviour of frozen soil subjected to long-term low-level
repeated
load
ing, Part II: Constitutive modelling
作者:
Qionglin Li
a
;
b
;
c
;
Xianzhang Ling
a
;
c
;
xianzhang_ling@263.net" class="auth_mail" title="E-mail the corresponding author
;
Daichao Sheng
b
;
d
关键词:
Frozen soil
;
Empirical equations
;
Long-term low-level
repeated
stress
;
Constitutive model
刊名:Cold Regions Science and Technology
出版年:2016
10.
A viscoplastic model for the confined permanent deformation of asphalt concrete in compression
作者:
Wei Cao
;
a
;
weicao5980@gmail.com" class="auth_mail" title="E-mail the corresponding author
;
Y. Richard Kim
b
;
kim@ncsu.edu" class="auth_mail" title="E-mail the corresponding author
关键词:
Asphalt concrete
;
Permanent deformation
;
Viscoelastic&ndash
;
viscoplastic coupling
;
Viscoplasticity
;
Triaxial
repeated
load
;
Confining pressure
刊名:Mechanics of Materials
出版年:2016
1
2
3
4
5
6
按检索点细分(54)
题名(2)
关键词(16)
文摘(47)
按出版年细分(54)
2027年及以后(1)
2016年(18)
2013年(3)
2012年(5)
2011年(5)
2010年(3)
2009年(2)
2008年(3)
2007年(1)
2006年(3)
2001年(2)
2000年及以前(8)
NGLC 2004-2010.National Geological Library of China All Rights Reserved.
Add:29 Xueyuan Rd,Haidian District,Beijing,PRC. Mail Add: 8324 mailbox 100083
For exchange or info please contact us via
email
.