The lateral flow of soil caused by banking on soft clay ground /
Investigates the mechanical properties of soft clay ground beneath constructed embankments in order to find a method to predict the occurrence and extent of lateral flow.
Saved in:
| Hovedforfatter: | |
|---|---|
| Institution som forfatter: | |
| Format: | Bog |
| Sprog: | English |
| Udgivet: |
Tokyo, Japan :
Kajima Institute of Construction Technology, Kajima Corporation,
1986.
|
| Serier: | KICT report (Kajima Institute of Construction Technology) ;
no. 70 |
| Fag: |
| LEADER | 01288cam a2200289 a 4500 | ||
|---|---|---|---|
| 001 | c000231414 | ||
| 003 | CARM | ||
| 005 | 20070322143632.0 | ||
| 008 | 880415s1986 ja a b 000 0 eng d | ||
| 019 | 1 | |a 5772683 |5 LACONCORD2021 | |
| 035 | |a (OCoLC)16519569 |5 LACONCORD2021 | ||
| 040 | |a NZOC |b eng |c NZOC |d NZOC | ||
| 100 | 1 | |a Suzuki, Otohiko. | |
| 245 | 1 | 4 | |a The lateral flow of soil caused by banking on soft clay ground / |c by Otohiko Suzuki. |
| 260 | |a Tokyo, Japan : |b Kajima Institute of Construction Technology, Kajima Corporation, |c 1986. | ||
| 300 | |a 71 p. : |b ill. ; |c 28 cm. | ||
| 440 | 0 | |a KICT report (Kajima Institute of Construction Technology) ; |v no. 70 | |
| 500 | |a Cover title. | ||
| 504 | |a Bibliography: p. 71. | ||
| 520 | |a Investigates the mechanical properties of soft clay ground beneath constructed embankments in order to find a method to predict the occurrence and extent of lateral flow. | ||
| 650 | 0 | |a Embankments. | |
| 650 | 0 | |a Soil stabilization. | |
| 650 | 0 | |a Clay soils. | |
| 710 | 2 | |a Kajima Kensetsu Gijutsu Kenkyusho. | |
| 852 | 8 | |b CARM |h A1:AQ03F0 |i F01638 |p 0352001 |f BK | |
| 999 | f | f | |i a30000f6-6c78-567c-987c-02b6dc3d58b0 |s 7d8f86f9-0184-52e7-8ccd-66e781bcefbb |
| 952 | f | f | |p Can circulate |a CAVAL |b CAVAL |c CAVAL |d CARM 1 Store |e F01638 |f A1:AQ03F0 |h Other scheme |i book |m 0352001 |