Results 241 to 250 of about 86,928 (306)
Experimental evaluation of strength and resilient modulus of expansive subgrade stabilized with cement and pumice. [PDF]
Sci RepTanyıldızı M.
europepmc +1 more source
A novel geotechnical approach: non-destructive prediction of strength and swelling behavior of nano-alumina and cement stabilized clays using ultrasonic pulse velocity. [PDF]
Sci RepAzizi G +2 more
europepmc +1 more source
Synergistic effects of ground granulated blast furnace slag and nano-silica on the consolidation, compressibility and microstructural behavior of high plasticity clay. [PDF]
Sci RepUysal F, Yılmaz V.
europepmc +1 more source
Soil ascomycetes from Spain. XV. New and noteworthy fungi from Gran Canaria Island (Canary Islands archipelago). [PDF]
Stud MycolSastoque AP, Stchigel AM, Cano-Lira JF.
europepmc +1 more source
Long-Term Strength Development and Microstructural Characteristics of High-Content Cemented Soil Under Seawater Exposure. [PDF]
Materials (Basel)Pan H, Wang W, Zhou J, Cheng X, Hu G.
europepmc +1 more source
Some of the next articles are maybe not open access.
Related searches:
Related searches:
Civil Engineering Magazine, 2007
Research conducted as part of the construction of a highway in the Chinese autonomous region of Guangxi Zhuangzu led to the development of several techniques for stabilizing embankments and cut slopes containing subgrade that primarily consists of expansive soil.
He-Ping Yang, Jian-Long Zheng, Rui Zhang
openaire +1 more source
Research conducted as part of the construction of a highway in the Chinese autonomous region of Guangxi Zhuangzu led to the development of several techniques for stabilizing embankments and cut slopes containing subgrade that primarily consists of expansive soil.
He-Ping Yang, Jian-Long Zheng, Rui Zhang
openaire +1 more source
2018
In this chapter, the elastoplastic framework for the volumetric behavior of soils developed in Chapters 8 and 9 is extended to account for the case of expansive soils. The hydraulic behavior of the soil is simulated using the porous-solid model developed in Chapter 4.
openaire +2 more sources
In this chapter, the elastoplastic framework for the volumetric behavior of soils developed in Chapters 8 and 9 is extended to account for the case of expansive soils. The hydraulic behavior of the soil is simulated using the porous-solid model developed in Chapter 4.
openaire +2 more sources
Journal of the Geotechnical Engineering Division, 1974
Numerous man-made structures around the world have been subjected to considerable damage due to differential heave from moisture absorbed by expansive clay foundation soils. It has been estimated that the annual cost of damage from expansive soils in the United States alone is $2.3 billion. The actual heave is a function of many factors, e.g., climatic
openaire +1 more source
Numerous man-made structures around the world have been subjected to considerable damage due to differential heave from moisture absorbed by expansive clay foundation soils. It has been estimated that the annual cost of damage from expansive soils in the United States alone is $2.3 billion. The actual heave is a function of many factors, e.g., climatic
openaire +1 more source