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Discussion of “<i>Minimum Undrained Strength of Two Sands</i>” by J.‐M. Konrad (June, 1990, Vol. 116, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Anisotropic Hardening Plasticity Model for Sands</i>” by Robert Y. Liang and Hann Ling Shaw (June, 1991, Vol. 117, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “Possibility of Postliquefaction Flow Failure due to Seepage” by Noriaki Sento, Motoki Kazama, Ryosuke Uzuoka, Hirofumi Ohmura, and Makato Ishimaru
Publisher: American Society of Civil Engineers
Improved Box Model for Simulating Pesticide Transport in the Vadose Zone with Dispersive Flux through the Boundary Layer
Publisher: American Society of Civil Engineers
Abstract: A box-type transport model can be a useful tool for screening-level, long-term predictions of contamination and the relevant environmental assessment, especially when data are scarce and quick decisions are needed. In most ...
Discussion of “<i>Minimum Undrained Strength versus Steady‐State Strength of Sands</i>” by J.‐M. Konrad (June, 1990, Vol. 116, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Static Instability and Liquefaction of Loose Fine Sandy Slopes</i>” by Poul V. Lade (January, 1992, Vol. 118, No. 1)
Publisher: American Society of Civil Engineers
Delineation of Pothole-Dominated Wetlands and Modeling of Their Threshold Behaviors
Publisher: American Society of Civil Engineers
Abstract: Time-invariant contributing area and full hydrologic connectivity are commonly assumed in traditional watershed delineation and modeling. In reality, however, contributing area of a depression-dominated prairie basin varies ...
Remediation of Contaminated Soils by Surfactant-Aided Soil Washing
Publisher: American Society of Civil Engineers
Abstract: This paper provides reviews and updates of surfactant-aided subsurface remediation. Experimental measurements were made of various systems comprising two non-ionic surfactants, five soils of different fractional organic ...