Design method for geogrid-reinforced unpaved roads. I. Development of design method

JP Giroud, J Han - Journal of geotechnical and geoenvironmental …, 2004 - ascelibrary.org
A theoretically based design method for the thickness of the base course of unpaved roads
is developed in this paper, which considers distribution of stress, strength of base course …

[图书][B] The civil engineering handbook

WF Chen, JYR Liew - 2002 - taylorfrancis.com
First published in 1995, the award-winning Civil Engineering Handbook soon became
known as the field's definitive reference. To retain its standing as a complete, authoritative …

Field observations on stabilization of unpaved roads with geosynthetics

RJ Fannin, O Sigurdsson - Journal of Geotechnical Engineering, 1996 - ascelibrary.org
The construction, instrumentation, and response to vehicle trafficking of an unpaved road on
soft ground are described. The road is comprised of an unreinforced section, three sections …

Laboratory performance of unpaved roads reinforced with woven coir geotextiles

EA Subaida, S Chandrakaran, N Sankar - Geotextiles and geomembranes, 2009 - Elsevier
The results of an experimental study conducted to investigate the beneficial use of woven
coir geotextiles as reinforcing material in a two-layer pavement section, are presented …

Bearing capacity of unpaved roads

SY Oloo, DG Fredlund, JKM Gan - Canadian Geotechnical …, 1997 - cdnsciencepub.com
Elastic layer theories may be valid for relatively stiff pavement materials and pavements
subjected to low traffic stresses; however, the assumption of linear elastic behavior is not …

Geosynthetic-reinforced soils under repeated loading: a review and comparative design study

AK Ashmawy, PL Bourdeau - Geosynthetics International, 1995 - icevirtuallibrary.com
Many types of geosynthetic-reinforced soil are subjected to repeated or cyclic loading. In
transportation infrastructures such loading conditions occur in pavements supported by …

[HTML][HTML] Совершенствование расчета дорожных конструкций по сопротивлению сдвигу. Часть 1. Учет деформаций в условии пластичности Кулона–Мора

АС Александров, АЛ Калинин - Magazine of Civil Engineering, 2015 - cyberleninka.ru
В статье выполнена модификация условия пластичности Кулона–Мора путем ввода
третьего параметра, связанного с величиной осевой деформации образца, при …

Investigations on soft clay subgrade strengthening using geocells

SY Mhaiskar, JN Mandal - Construction and Building Materials, 1996 - Elsevier
In the last two decades geotextiles are being increasingly used as tensioned/tensile
members. When used for reinforcement functions, a geotextile has to yield high resistance at …

Effects of aspect ratio of footings on bearing capacity for geogrid-reinforced sand over soft soil

S Saha Roy, K Deb - Geosynthetics International, 2017 - icevirtuallibrary.com
Model plate load tests of rigid rectangular footings of different aspect ratios resting on sand
overlying soft soil with or without a layer of geogrid at the interface are presented. The width …

[HTML][HTML] Effect of using plastic waste bottles on soil response above buried pipes under static loads

SA Al-Haddad, FH Al-Ani, MY Fattah - Applied Sciences, 2022 - mdpi.com
Development and population growth have made using shallow buried pipes in urban areas,
highways, and subways inevitable. In this study, the performance and behavior of shallow …