Authors:
DANIEL DE
KOERNER RM
BONAPARTE R
LANDRETH RE
CARSON DA
SCRANTON HB
Citation: De. Daniel et al., SLOPE STABILITY OF GEOSYNTHETIC CLAY LINER TEST PLOTS, Journal geotechnical and geoenvironmental engineering, 124(7), 1998, pp. 628-637
Citation: Jr. Lai et al., EFFECTS OF CYCLIC LOADING ON INTERNAL SHEAR-STRENGTH OF UNREINFORCED GEOSYNTHETIC CLAY LINER, Journal geotechnical and geoenvironmental engineering, 124(1), 1998, pp. 45-52
Citation: Mh. Gleason et al., CALCIUM AND SODIUM BENTONITE FOR HYDRAULIC CONTAINMENT APPLICATIONS, Journal geotechnical and geoenvironmental engineering, 123(5), 1997, pp. 438-445
Citation: T. Boardman et De. Daniel, HYDRAULIC CONDUCTIVITY OF DESICCATED GEOSYNTHETIC CLAY LINERS - CLOSURE, Journal geotechnical and geoenvironmental engineering, 123(5), 1997, pp. 486-486
Citation: Rd. Hewitt et De. Daniel, HYDRAULIC CONDUCTIVITY OF GEOSYNTHETIC CLAY LINERS AFTER FREEZE-THAW, Journal geotechnical and geoenvironmental engineering, 123(4), 1997, pp. 305-313
Citation: Jl. Ruhl et De. Daniel, GEOSYNTHETIC CLAY LINERS PERMEATED WITH CHEMICAL SOLUTIONS AND LEACHATES, Journal geotechnical and geoenvironmental engineering, 123(4), 1997, pp. 369-381
Citation: Jj. Bowders et al., EXPANDED CLAY AND SHALE AGGREGATES FOR LEACHATE COLLECTION SYSTEMS, Journal geotechnical and geoenvironmental engineering, 123(11), 1997, pp. 1030-1034
Citation: C. Alston et al., DESIGN AND CONSTRUCTION OF SAND-BENTONITE LINER FOR EFFLUENT TREATMENT LAGOON, MARATHON, ONTARIO, Canadian geotechnical journal, 34(6), 1997, pp. 841-852
Citation: T. Boardman et De. Daniel, HYDRAULIC CONDUCTIVITY OF DESICCATED GEOSYNTHETIC CLAY LINERS, Journal of geotechnical engineering, 122(3), 1996, pp. 204-208
Citation: Gr. Eykholt et De. Daniel, IMPACT OF SYSTEM CHEMISTRY ON ELECTROOSMOSIS IN CONTAMINATED SOIL - CLOSURE, Journal of geotechnical engineering, 122(3), 1996, pp. 252-254
Citation: Ch. Benson et De. Daniel, MINIMUM THICKNESS OF COMPACTED SOIL LINERS .2. ANALYSIS AND CASE-HISTORIES - CLOSURE, Journal of geotechnical engineering, 121(6), 1995, pp. 506-509
Citation: De. Daniel et Yk. Wu, COMPACTED CLAY LINERS AND COVERS FOR ARID SITES - CLOSURE, Journal of geotechnical engineering, 120(8), 1994, pp. 1461-1461
Citation: Gr. Eykholt et De. Daniel, IMPACT OF SYSTEM CHEMISTRY ON ELECTROOSMOSIS IN CONTAMINATED SOIL, Journal of geotechnical engineering, 120(5), 1994, pp. 797-815
Citation: Tl. Shelley et De. Daniel, EFFECT OF GRAVEL ON HYDRAULIC CONDUCTIVITY OF COMPACTED SOIL LINERS -CLOSURE, Journal of geotechnical engineering, 120(5), 1994, pp. 937-937
Citation: Ch. Benson et De. Daniel, MINIMUM THICKNESS OF COMPACTED SOIL LINERS .1. STOCHASTIC-MODELS, Journal of geotechnical engineering, 120(1), 1994, pp. 129-152
Citation: Ch. Benson et De. Daniel, MINIMUM THICKNESS OF COMPACTED SOIL LINERS .2. ANALYSIS AND CASE-HISTORIES, Journal of geotechnical engineering, 120(1), 1994, pp. 153-172
Citation: Wh. Kim et De. Daniel, EFFECTS OF FREEZING ON HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY - CLOSURE, Journal of geotechnical engineering, 119(11), 1993, pp. 1865-1865