Densification of desert sands by high energy dynamic compaction

被引:52
作者
Feng, Shi-Jin [1 ]
Tan, Ke [1 ]
Shui, Wei-Hou [2 ]
Zhang, Yan [1 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Shanghai Shenyuan Geotech Engn Co Ltd, Shanghai 200040, Peoples R China
基金
中国国家自然科学基金;
关键词
Dynamic compaction (DC); High energy; Dynamic penetration test; Desert sands; Bearing capacity; Improvement depth; LOOSE GRANULAR SOILS; STABILIZATION;
D O I
10.1016/j.enggeo.2013.01.017
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The dynamic compaction (DC) method is an effective ground treatment technique widely used in a great variety of soil types and conditions, particularly sandy materials and granular fills. However, the application of DC on very fine desert sandy ground is rare. In this study, dynamic compaction with a high energy level of 8000 kN.m was applied to a desert sand site in Inner Mongolia, China. During DC construction, field tests were conducted to determine the optimum DC operation parameters. This field study included deformation tests, dynamic penetration tests and plate-load tests. Deformation tests included the crater depth per drop and the whole test zone elevations before and after DC. Dynamic penetration tests and plate-load tests were performed to evaluate the final effect of DC. It was found that the allowable ground-bearing capacity and the depth of improvement at the site achieved no less than 450 kPa and 12 m, respectively, as a result of high energy dynamic compaction. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:48 / 54
页数:7
相关论文
共 15 条
[1]   A STUDY OF SAND STABILIZATION IN EASTERN SAUDI-ARABIA [J].
AIBAN, SA .
ENGINEERING GEOLOGY, 1994, 38 (1-2) :65-79
[2]  
Al-Aghbari M.Y., 2009, GROUND IMPROVEMENT, V162, P145
[3]   THE POTENTIAL OF CEMENT KILN DUST FOR THE STABILIZATION OF DUNE SAND IN HIGHWAY CONSTRUCTION [J].
BAGHDADI, ZA ;
RAHMAN, MA .
BUILDING AND ENVIRONMENT, 1990, 25 (04) :285-289
[4]  
Chow Y.K., 1992, SOILS Found., V32, P93, DOI [DOI 10.3208/SANDF1972.32.4_93, 10.3208/sandf1972.32.493, DOI 10.3208/SANDF1972.32.493]
[5]   DYNAMIC COMPACTION ANALYSIS [J].
CHOW, YK ;
YONG, DM ;
YONG, KY ;
LEE, SL .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1992, 118 (08) :1141-1155
[6]   DYNAMIC COMPACTION OF LOOSE GRANULAR SOILS - EFFECT OF PRINT SPACING [J].
CHOW, YK ;
YONG, DM ;
YONG, KY ;
LEE, SL .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (07) :1115-1133
[7]   Field Evaluation of Dynamic Compaction on Granular Deposits [J].
Feng, Shi-Jin ;
Shui, Wei-Hou ;
Tan, Ke ;
Gao, Li-Ya ;
He, Li-Jun .
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2011, 25 (03) :241-249
[8]   Field studies of the effectiveness of dynamic compaction in coastal reclamation areas [J].
Feng, Shi-Jin ;
Shui, Wei-Hou ;
Gao, Li-Ya ;
He, Li-Jun ;
Tan, Ke .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2010, 69 (01) :129-136
[9]   Method for estimating dynamic compaction effect on sand [J].
Lee, FH ;
Gu, Q .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2004, 130 (02) :139-152
[10]  
Lukas R.G., 1986, FHWARD86133, VVolume 1, P204