Digital Library / STP / STP1384-EB

Constructing and Controlling Compaction of Earth Fills Shanklin DW Pages: 341       Published: 2000

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Table of Contents

Development and Industry Acceptance of Nuclear Gauges
Troxler WF

Bureau of Reclamation Experience with Construction and Control of Earth Materials for Hydraulic Structures
Farrar JA

Variability in Field Density Tests
Noorany I, Gardner WS, Corley DJ, Brown JL

NRCS Experience with Field Density Test Methods Including the Sand-Cone, Nuclear Gage, Rubber Balloon, Drive-Cylinder, and Clod Test
McCook DK, Shanklin DW

Compactive Effort Applied by Hand-Operated Compactors
Filz GM, Duncan JM, Brandon TL

Equation for Complete Compaction Curve of Fine-grained Soils and Its Applications
Li H, Sego DC

Construction Quality Control Testing of Compacted Fills: Optimum Moisture-Density Values
Scavuzzo R

Historical Perspectives on Earthwork Engineering and Creating a Passion for Earthwork Excellence
Hardin CD, Icenhour GD

Compaction Control to Minimize Settlement of Fill Supporting a Shopping Center
Newman FB, Mazzella SG

Compaction Control Bermuda Sports Centre
Peaker KR, Lohse H, Ahmad SA

Dynamic Compaction of Surface Mine Spoils to Limit Settlements Within Commercial Developments
Satyapriya CK, Gallagher PE

Compaction and Performance of Loess Embankments
Zhang L, Du J, Hu T

Evaluation of Procedures Presented in TR-26 and TR-27 for Design and Construction of Earth Fills Using Soil Containing Oversize Rock Particles
Talbot JR

Comparison of Laboratory Data and Field Performance for Fills Subject to Hydrocompression
Kropp AL, McMahon DJ

Proposed Compaction Specifications to Minimize Hydrocompression-Induced Settlements in Fills Supporting Residential Structures
McMahon DJ, Kropp AL

The Effect of Soil Composition and Moisture Content on Dry Density and Hydraulic Conductivity of Clays
Darban AK, Foriero A, Yong A, Yong RN

Impact of Heavy Metals (Pb, Zn, and Cr) on the Hydraulic Conductivity of Sand/Bentonite Liner
Thériault P, Galvez-Cloutier R, Winiarski T

Compaction Conditions and Scale-Dependent Hydraulic Conductivity of Compacted Clay Liners
Benson CH, Boutwell GP

Variability of Initial Subgrade Modulus at Ohio SHRP Test Road
Sargand SM, Masada T, Wasniak DL

Quality Control of Earth Fills Using Time Domain Reflectometry (TDR)
Lin C-P, Siddiqui SI, Feng W, Drnevich VP, Deschamps RJ

Quality Control of Compacted Layers with Field and Laboratory Seismic Testing Devices
Nazarian S, Yuan D

Compaction and Performance of Loess Embankments
Zhang L, Du J, Hu T

Author Index


Subject Index


Committee: D18
Paper ID: STP1384-EB
DOI: 10.1520/STP1384-EB

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0-8031-2859-2
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STP1384-EB