Search
CSV
RISErratum for “Shear Strength Parameters of Municipal Solid Waste with Leachate Recirculation” by M. A. Gabr, M. S. Hossain, and M. A. Barlaz
Publisher: American Society of Civil Engineers
Thermo-Economic Comparisons of Different Types of Solar Desalination Processes
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Many types of desalination technologies are widely used around the worldwide. Thermal and membrane types dominated the market share among the other technologies (freezing, electrodialysis, and ...
On the Structure of a Plane Turbulent Wall Jet
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The present study proposes two interactive eddy viscosities for the two layers of a plane wall jet where the influence of one layer is considered on the eddy viscosity of the other layer. Using these viscosities, the ...
Discussion of “<i>Model for Capacity of Single Piles in Sand Using Fuzzy Sets</i>” by C. H. Juang, J. L. Wey, and D. J. Elton (December, 1991, Vol. 117, No. 12)
Publisher: American Society of Civil Engineers
Discussion of “Determination of Bearing Capacity of Open-Ended Piles in Sand” by Kyuho Paik and Rodrigo Salgado
Publisher: American Society of Civil Engineers
Deficiencies and Failures of Non–Load-Bearing Masonry Walls in Riyadh
Publisher: American Society of Civil Engineers
Abstract: Fifty-four existing buildings (five to eight years old) and 54 construction sites were surveyed in Riyadh, Saudi Arabia. Different types of masonry walls were used, mainly as non–load-bearing reinforced or unreinforced and ...
Discussion of “<i>Analysis of Laterally Loaded Shafts in Rock</i>” by John P. Carter and Fred H. Kulhawy (June, 1992, Vol. 118, No. 6)
Publisher: American Society of Civil Engineers
Applying Modified Minimum Moment Method to Multiple Resource Leveling
Publisher: American Society of Civil Engineers
Abstract: The purpose of this paper is to extend the modification of the minimum moment approach applied to networks with single resource leveling to networks with multiple resources. Specifically, the contribution of this paper is ...
Load–Settlement Modeling of Axially Loaded Drilled Shafts Using CPT-Based Recurrent Neural Networks
Publisher: American Society of Civil Engineers
Abstract: The design of pile foundations requires good estimation of the pile load-carrying capacity and settlement. Design for bearing capacity and design for settlement have been traditionally carried out separately. However, soil ...