Transient loading-related settlement of a square foundation on geogrid-reinforced sand: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Transient loading-related settlement of a square foundation on geogrid-reinforced sand

Das, B. M. / Maji, A.

Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Transient loading-related settlement of a square foundation on geogrid-reinforced sand

Das, B. M. / Maji, A.

Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.

Transient loading-related settlement of a square foundation on geogrid-reinforced sand

Das, B. M. / Maji, A.

Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Transient loading-related settlement of a square foundation on geogrid-reinforced sand

Contributors:

Das, B. M. (author) / Maji, A. (author)

Published in:

Geotechnical & Geological Engineering ; 12

Publication date:

1994

ISSN:

DOI:

https://doi.org/10.1007/BF00427055

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

sand , surface foundation , ultimate settlement , transient loading , Geogrid reinforcement

Classification:

BKL: 38.58 Geomechanik / 57.00 Bergbau: Allgemeines / 56.20 Ingenieurgeologie, Bodenmechanik
Local classification TIB: 275/3750

Similar titles

Foundation of geogrid-reinforced sand - Effect of transient loading

Das, B.M. | Online Contents | 1998

Foundation on geogrid-reinforced sand - effect of transient loading

Das, B.M. / Maji, A. / Shin, E.C. | Tema Archive | 1998

Settlement of Shallow Foundation on Geogrid Reinforced Sand

Omar, M. | British Library Conference Proceedings

Cyclic load-induced settlement of shallow foundation on geogrid-reinforced sand

Yeo, B. / Yen, S. C. / Puri, V. K. et al. | British Library Conference Proceedings | 1994

Cyclic Loading Induced Settlement of Strip Foundation on Geogrid Reinforced Saturated Clay

Das, B. M. / Singh, G. / Shin, E. C. et al. | British Library Conference Proceedings | 1995