Expansive Soil Foundation Practice in a Semiarid Region-Reference-Cited by-同舟云学术

Expansive Soil Foundation Practice in a Semiarid Region

Published:2017-10 Issue:5 Volume:31 Page:04017084
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Dafalla Muawia¹,Al-Shamrani Mosleh²,Al-Mahbashi Ahmed³

Affiliation:

1. Associate Professor, Bugshan Research Chair in Expansive Soils Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh, Saudi Arabia 11421 (corresponding author).

2. Professor, Dept. of Civil Engineering, College of Engineering, Director Bugshan Research Chair in Expansive Soils, King Saud Univ., P.O. Box 800, Riyadh, Saudi Arabia 11421.

3. M.Sc., Researcher, Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh, Saudi Arabia 11421.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001078

Reference41 articles.

1. Characteristics and chemical treatment of expansive clay in Al-Qatif, Saudi Arabia

2. Swelling behaviour of calcareous clays from the eastern province of Saudi Arabia quarterly;Abduljauwad S. N.;J. Eng. Geol.,1994

3. Laboratory and field studies of response of structures to heave of expansive clay

4. Ahmad R. (1988). “Engineering properties and mineralogical composition of expansive clays in Al-Qatif area (KSA).” M.S. thesis King Fahd Univ. of Petroleum and Minerals Dhahran Saudi Arabia.

5. Ahmad S. F. (2004). “Foundations over expansive soil a Saudi Arabia case history.” Int. Conf. on Case Histories in Geotechnical Engineering Scholars’ Mine Missouri Univ. of Science and Technology Rolla MO 53.

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