Geotechnical Engineering


VOL. 137 , NO. 1 , JANUARY 1999

CONTENTS



Editorial. WPowne 1


Use of vibrating wire strain gauges to measure loads in tubular steel
props supporting deep retaining walls. M Batten, W. Pownc,
R. Boorman, H.-T. Yu and Q . Leiper 3


Stone column support for an embankment on deep alluvial soils.
M. R. Coopered A. N. Rose 15


Pipe-soil interaction during pipe jacking.
G. W E. MiDigan and P. Norris 27


Modelling system uncertainty in the design of embedded walls.
J. Oliphant 45


Book reviews 55


Elsewhere in Proceedings 61


 

_______________________________________

Geotechnical Engineering ( PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINERS )

APRIL 1999 ,VOL.137 , NO. 2

____________CONTENTS____________

Long-term performance of an embedded retaining wall with a
stabilizing base slab. D. R. Carder, G. V. R. Watson,
R. ]. Chandler and W. Powrie______________________________63

Back-analysis of an embedded retaining wall with a
stabilizing base slab. W. Powrie, R. J. Chandler, R. Carder
and G. V. R. Watson_____________________________________75

A graphical method for predicting ground movements from
pipe jacking. D. N. Chapman --------------------------- 87

Interpretation of incomplete dissipation data from piezocone
tests. E. Rust and C. R. 1. Claytqn__________________________97

Non-linear analysis of pile groups. F. Basile ------------------- 105

______________________________________________

Ref:
GEOTECHNICAL ENGINEERING (ASCE)


Vol. 125 No. 7 1999

TECHNICAL PAPERS

Peak Friction Behavior
of Smooth Geomembrane-
Particle Interfaces
Joseph E. Dove
and J. David Frost 544

Centrifuge Modeling
of Unstable Infiltration
and Solute Transport
J. W. Griffioen and D. A. Barry 556

O-Cell Testing and FE Analysis
of 28-m-Deep Barrette in
Manila, Philippines
Bengt H. Fellenius,
Ameir Altaee, Richard Kulesza,
and Jack Hayes 566

Assessment of Dynamic
Stability of Foundations
on Saturated Sandy Soils
S. Pietruszczak
and M. Dulapour 576

Retention of Free Liquids
in Landfills Undergoing
Vertical Expansion
Jorge G. Zornberg,
Bruce L. Jernigan,
Thierry R. Sanglerat,
and Bradford H. Cooley 583

Flux-Based Estimation
of Field Capacity
Philip D. Meyer and
Glendon W. Gee 595

Bearing Capacity of
Desiccated Tailings
Daud W. Rassam and
David J. Wiliams 600

TECHNICAL NOTES

Amplification Effects of
Soil Stratification on
Ground Stress Waves
Fotis Rigas and loannis Sebos 611

BTEX Extraction from Clay
Soil Using Prefabricated
Vertical Drains

M. A. Gabr, Mike Sabodish,
Alan Williamson, and
JohnJ.Bowders 615

Comparison of Four Methods to Assess Hydraulic Conductivity
Craig H. Benson, John A. Gunter, Gordon P. Boutwell, Stephen J. Trautwein,
and Peter H. Berzanskis
By Nadim F. Fuleihan and Anwar E. Z. Wissa. Closure by Authors ............ 621

Assessment of Liquefaction Potential during Earthquakes by Arias Intensity
Robert E. Kayen and James K. Mitchell

By D. R. Phatak and S. R. Pathak. By M. D. Trifunac.
Closure by Authors................................................................................................ 626

Soil-Water Characteristic Curves for Compacted Clays
James M. Tinjurn, Craig H. Benson, and Lisa R. Blotz
By E.C. Leong and H. Rahardjo. Closure by Authors ............................... 629

ERRATA

Secondary Compression of Peat with or without Surcharging
G. Mesri, T. D. Stark, M. A. Ajlouni, and C. S. Chen ...................................... 631

_______________________________________

Geotechnical Engineering


VOL. 137 , NO. 3 , 1999


CONTENTS


An automated elecirolevel deformation monitoring system for
tunnels. R. H. Bassett, j. R Kimmance and C Rasmussen 117


Tube sampling disturbance—forgotten truths and new
perspectives. C R. 1. Clayton and A.L Siddique 127


Design methods for granular filters—critical review.
B. Indraratna and M, R. Locke 137


North Morecambe terminal, Barrow: pile design for
seismic conditions. C A. Raison 149


Measurement of temporary prop loads at Mayfair car park.
D. J. Richards, G. Hoimes and D. R. Beadman 165


Book reviews 175



 

_______________________________________