SURVEY ON THE EFFECTIVE PRESSURE IN A STONE CRACK “INTRODUCING AN EXPERIMENTAL HYDRO-MECHANICAL COUPLING AND DETERMINING ITS FACTORS”

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SOTOUDEH M.H.

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:1995 | Issue:2

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Title

SURVEY ON THE EFFECTIVE PRESSURE IN A STONE CRACK “INTRODUCING AN EXPERIMENTAL HYDRO-MECHANICAL COUPLING AND DETERMINING ITS FACTORS”

Author(s)

SOTOUDEH M.H.

Keywords

CRACK ENVIRONMENT

HYDRO-MECHANICAL COUPLING

SHEAR PRESSURE

Abstract

A CRACKED ENVIRONMENT IS A COMBINATION OF CRACK NETWORKS AND COHERENT STONE SEGMENTS, AND THE NETWORK HAS A DEEP IMPACT ON THE ENVIRONMENT BEHAVIOR AND ITS CHARACTERISTICS, WHICH IS DETERMINED BY THE CHARACTERISTICS OF ONE OR MORE CRACKS.THE MOST SIGNIFICANT CHARACTERISTIC OF THIS NETWORK IS THAT FROM THE NUMBER OF CRACK SETS, THEIR DIRECTION, THEIR DISTANCE FROM EACH OTHER AND THE NUMBER OF CRACKS PER VOLUME UNIT (CRACK DENSITY), EACH CRACK SET IS INTRODUCED WITH A SINGLE CRACK.IMPORTANT FEATURES OF THIS CRACK ARE: LENGTH, WIDTH OR DEHISCENCE, SHAPE, ROUGHNESS, CONGESTION AND ESPECIALLY THE INTRODUCING PARAMETERS OF THE CRACK RESPONSE TO THE MECHANICAL OR HYDRO-MECHANICAL LOADINGS. THIS ARTICLE IS ABOUT THE HYDROMECHANICAL BEHAVIOR OF THIS SINGLE CRACK. CRACK BEHAVIOR UNDER SHEAR OR VERTICAL LOADS HAS BEEN VASTLY STUDIED IN RECENT YEARS AND STILL IS. HOWEVER, IT HAS BEEN LESS STUDIED IN CONDITIONS WITH INTRA-CRACK PRESSURES ALONG THE ENVIRONMENTAL LOADS, AND WHERE NECESSARY, THE THEORETICAL SOIL OR POROUS ENVIRONMENTS MECHANICS WERE USED. PRIMARILY, THE CRACK RESPONSE WAS EXPERIMENTALLY OBTAINED ONLY FOR VERTICAL LOADS (ZERO SHEAR LOAD) AND WITH GENUINE INFORMATION PROPORTIONATE TO CRACK BEHAVIOR, AN ADEQUATE MATHEMATICAL MODEL WERE INVESTIGATED. STONE CRACKS IN GRANITE, MARBLE AND SCHIST ENVIRONMENTS WERE STUDIED, AND THE RESULTS FOR MARBLE CRACKS ARE PRESENTED IN THIS ARTICLE.

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APA: Copy

SOTOUDEH, M.H.. (1995). SURVEY ON THE EFFECTIVE PRESSURE IN A STONE CRACK “INTRODUCING AN EXPERIMENTAL HYDRO-MECHANICAL COUPLING AND DETERMINING ITS FACTORS”. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907631/en

Vancouver: Copy

SOTOUDEH M.H.. SURVEY ON THE EFFECTIVE PRESSURE IN A STONE CRACK “INTRODUCING AN EXPERIMENTAL HYDRO-MECHANICAL COUPLING AND DETERMINING ITS FACTORS”. 1995. Available from: https://sid.ir/paper/907631/en

IEEE: Copy

M.H. SOTOUDEH, “SURVEY ON THE EFFECTIVE PRESSURE IN A STONE CRACK “INTRODUCING AN EXPERIMENTAL HYDRO-MECHANICAL COUPLING AND DETERMINING ITS FACTORS”,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 1995, [Online]. Available: https://sid.ir/paper/907631/en

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