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Sulfate Resistance of Novel Alkali-Activated Filling Grout for Shield Tunnels: Comparison with Typical OPC-Based Filling Grout
Publisher: ASCE
Abstract: The novel alkali-activated filling grout (AAG) for shield tunnels requires detailed understanding of its sulfate resistance prior to practical application. This paper presents a comparative study of the sulfate resistance ...
Influences of Wetting–Drying Cycles on Expansion and Shrinkage, Crack, and Leaching Behaviors of Lime Solidified Pb(II) Contaminated Expansive Soil
Publisher: American Society of Civil Engineers
Abstract: The stabilization/solidification method can improve the engineering properties and reduce the environmental risks of heavy metal-contaminated expansive soil. However, the solidification effects deteriorate for soils ...
Toxicity Evaluation of Cement-Soda Residue Stabilized and Solidified Zn-Contaminated Soil under Cyclic Freezing–Thawing Condition
Publisher: American Society of Civil Engineers
Abstract: The efficiency of stabilization/solidification (S/S) treated heavy metal contaminated soils may be deteriorated by the changeable external environment. Thus, the toxicity characteristics leaching procedure (TCLP) and ...
Engineering Properties and Environmental Effects of Phosphogypsum Modified Expansive Soil
Publisher: American Society of Civil Engineers
Abstract: Phosphogypsum (PG), an industrial solid waste produced from the wet phosphoric acid process, has seriously damaged the ecological environment. Its comprehensive utilization rate needs to be improved urgently. In this paper, ...
Reliability Analysis and Design of Vertically Loaded Piles in Spatially Variable Soils
Publisher: ASCE
Abstract: At present, the reliability analysis and design method of vertically loaded piles embedded in spatially variable soils is difficult to be applied in practical engineering due to the huge computation effort required. To ...