Observation of the stress distribution in crushed glass with applications to soil reinforcement

Observation of the stress distribution in crushed glass with applications to soil reinforcement

The research described in this dissertation follows on from the study made by Jewell (1980)into the effects of tensile reinforcement on the mechanical behaviour of sand. For this study Jewell used the direct shear test with reinforcement placed about the central plane as shown in fig. 1.1. The direc...

Fuld beskrivelse

Bibliografiske detaljer
Hovedforfatter:	Dyer, M
Andre forfattere:	Milligan, G
Format:	Thesis
Sprog:	English
Udgivet:	1985
Fag:	Geotechnical engineering Engineering & allied sciences Civil engineering

Lignende værker

The performance of soil reinforcement in bending and shear
af: Pedley, M, et al.
Udgivet: (1990)

The stress-strain behaviour of soils containing gas bubbles
af: Wheeler, S, et al.
Udgivet: (1986)

The study of soil-reinforcement interaction by means of large scale laboratory tests
af: Palmeira, E, et al.
Udgivet: (1987)

Stress strain and strength behaviour of very soft soil sediment
af: Elder, D
Udgivet: (1985)

Finite element studies of reinforced and unreinforced two-layer soil systems
af: Brocklehurst, C, et al.
Udgivet: (1993)

The consolidation behaviour of gassy soil
af: Thomas, S, et al.
Udgivet: (1987)

The acoustic properties of gassy soil
af: Gardner, T, et al.
Udgivet: (1988)

A study of soil nailing in sand
af: Tei, K, et al.
Udgivet: (1993)

A large displacement finite element analysis of a reinforced unpaved road
af: Burd, H, et al.
Udgivet: (1986)

Geogrid reinforcement of granular layers on soft clay: a study at model and full scale
af: Fannin, R, et al.
Udgivet: (1986)

Soft soil stabilization using crushed glass and polypropylene
af: Nur Hakam, Hakamazaman
Udgivet: (2015)

Finite element analysis of reinforced embankment over soft soils
af: Sri Asyiqin Dayana Mohd Sultan
Udgivet: (2021)

Use of recycled crushed concrete and Secudrain in capillary barriers for slope stabilization
af: Rahardjo, Harianto, et al.
Udgivet: (2013)

Behaviour of geotextile reinforced soil retaining wall
af: Chandrasekaran, B.
Udgivet: (2009)

Stress strain behaviour of a cohesive soil deposited under water
af: Been, K, et al.
Udgivet: (1980)

Cavity expansion theory and its application to the analysis of pressuremeters
af: Yu, H, et al.
Udgivet: (1990)

A hyperplasticity model for clay behaviour: an application to Bangkok clay
af: Likitlersuang, S, et al.
Udgivet: (2003)

The use of electrokinetics to enhance the degradation of organic contaminants in soils
af: Harbottle, M, et al.
Udgivet: (2003)

Instability of granular soil under general stress conditions
af: Gan, Chin Liang
Udgivet: (2008)

Foam as a soil conditioner in tunnelling: physical and mechanical properties of conditioned sands
af: Peña Duarte, M, et al.
Udgivet: (2007)

Static pile-soil-pile interaction in offshore pile groups
af: Chaudhry, A, et al.
Udgivet: (1994)

A model study of the end bearing capacity of piles in layered calcareous soils
af: Evans, K, et al.
Udgivet: (1987)

Anyaman Bambu Sebagai Temporary Reinforced Soil Retainingwall Pada Badan Jalan Kereta Api
af: Adi, Agus Darmawan, et al.
Udgivet: (2017)

Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
af: Han, Khee Kwong.
Udgivet: (2009)

An experimental evaluation of fabric strength properties and behaviour of fabric reinforced soil
af: Chandrasekaran, B.
Udgivet: (2009)

Effect of principal stress rotation on the strength and deformation behaviour of Singapore soils
af: Chu, Jian.
Udgivet: (2008)

Analysis of wall excavation behaviour using advanced soil stress-strain models
af: Chen, Wan Sin
Udgivet: (2015)

Water characteristic curve of soil with bimodal grain-size distribution
af: Satyanaga, Alfrendo, et al.
Udgivet: (2013)

A study on the soil resistance distribution predicted by CAPWAP analysis
af: Goh, Chai Heng.
Udgivet: (2009)

Relationship between pore size distribution and shear strength of soil
af: Priono.
Udgivet: (2012)

A study of the effect of length to diameter ratio on the results of pressuremeter tests
af: Yao, M, et al.
Udgivet: (1996)

The axial capacity of driven piles in clay
af: Coop, M, et al.
Udgivet: (1987)

An experimental and analytical study of electrokinetic consolidation
af: Lee, M
Udgivet: (2000)

A laboratory study of the Marchetti dilatometer
af: Smith, M
Udgivet: (1993)

The piezocone in lightly over consolidated clay
af: Nyirenda, Z, et al.
Udgivet: (1989)

Bond stress-slip prediction under pullout and dowel action in reinforced concrete joints
af: Long, Xu, et al.
Udgivet: (2014)

Effect of pore-size distribution on saturated shear strength of residual soil
af: Eng, Aik How
Udgivet: (2009)

A study of the cone-pressuremeter test in sand
af: Schnaid, F, et al.
Udgivet: (1990)

The behaviour of jacked concrete pipes during site installation
af: Norris, P, et al.
Udgivet: (1992)

Mechanical behaviour of unsaturated highly expansive clays
af: Sharma, R, et al.
Udgivet: (1998)