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Sze (Mud, Bebaylour (elastic Sorting/ Structure sik sand, gravel or plastic or viscous fluld or Maturity (chao tic, planar, water) cross bedding)

Sze (Mud, Bebaylour (elastic Sorting/ Structure sik sand, gravel or plastic or viscous fluld or Maturity (chao tic, planar, water) cross bedding)

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
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Normal No Spacing HI Sedimentary Rocks and Sedimentology Gravity and fluvial fbws Laboratory 2 Texture (size), type of flow and relation with structures B. B Liquefed Flow A Turbidty Ourront Deposit Deposit Sand volcanoes or flat top Rioped or fat top Convolute lamination Ricple oret micro- cross lamination Flud escape ppes Laminated Dish structure Good grading ("distribution gradng Poor grading "coarse tail grading) Grooves Flame & load structures Flutes tool merks striatons on base on base D Debra Flow Depost C. Gran Flow Deposit iegular top darge grains projecting) Flat top No gadng Massive Grain orientation paral to fow Massive Poor sorting Random fabric Poor grading. if any Ccoarse tair) Reverse grading near base Basal zone of 'shearing' Broad scours Striations at base Scours injecton structures Table 2.1 Major lypes of mass-transport processes, their mechanical behaviot, and tranaport and sediment support mechanisms Mechanical behavior Transport mechanism and sediment suppert Mas transport processes Free fall and subordirate rolling of individual bloci or clasts along steep slopes Shear failure among discrete shear planes with inle intemal deformation or rotation Rock fall Glide Slide Shear failure accompanied by rotation along dicrete shear surfaces with little internal deformation Slump Plastic limit Shear distributed throughout sediment mas strength principally from cohesion due to clay content additional matrix support possibly from buoyancy Cohesiordess sediment supported by dispersive pressure, kow in inertial (high-concentration) or viscous (low-concentration) regime steep slopes ually required Cohesionless sediment supported by upward displacement of thuid (dilatance) as loosely packed tructure collapn, wling into a more tighily pached tramework, slopes in exces of required Cohesionles sediment upported by the forced upward motion of escaping pore fluid thin (10cm) and short-lived Supported by fluid turbulence Debris flow Plastic Mud flow Inertial Viacous Liquid limit Liquetied low Fluidized flow Turbidity current oy aan anaag Flaidal flow g wry incous fnd
Transcribed Image Text:Normal No Spacing HI Sedimentary Rocks and Sedimentology Gravity and fluvial fbws Laboratory 2 Texture (size), type of flow and relation with structures B. B Liquefed Flow A Turbidty Ourront Deposit Deposit Sand volcanoes or flat top Rioped or fat top Convolute lamination Ricple oret micro- cross lamination Flud escape ppes Laminated Dish structure Good grading ("distribution gradng Poor grading "coarse tail grading) Grooves Flame & load structures Flutes tool merks striatons on base on base D Debra Flow Depost C. Gran Flow Deposit iegular top darge grains projecting) Flat top No gadng Massive Grain orientation paral to fow Massive Poor sorting Random fabric Poor grading. if any Ccoarse tair) Reverse grading near base Basal zone of 'shearing' Broad scours Striations at base Scours injecton structures Table 2.1 Major lypes of mass-transport processes, their mechanical behaviot, and tranaport and sediment support mechanisms Mechanical behavior Transport mechanism and sediment suppert Mas transport processes Free fall and subordirate rolling of individual bloci or clasts along steep slopes Shear failure among discrete shear planes with inle intemal deformation or rotation Rock fall Glide Slide Shear failure accompanied by rotation along dicrete shear surfaces with little internal deformation Slump Plastic limit Shear distributed throughout sediment mas strength principally from cohesion due to clay content additional matrix support possibly from buoyancy Cohesiordess sediment supported by dispersive pressure, kow in inertial (high-concentration) or viscous (low-concentration) regime steep slopes ually required Cohesionless sediment supported by upward displacement of thuid (dilatance) as loosely packed tructure collapn, wling into a more tighily pached tramework, slopes in exces of required Cohesionles sediment upported by the forced upward motion of escaping pore fluid thin (10cm) and short-lived Supported by fluid turbulence Debris flow Plastic Mud flow Inertial Viacous Liquid limit Liquetied low Fluidized flow Turbidity current oy aan anaag Flaidal flow g wry incous fnd
AaBbCcDdE AaBbCcDdE Aa Normal No Spacing Name: ld: Sze (Mud, Bebayleur (elastic Sorting/ or plastic or viscousfluld or water) Structure Maturity (chao tic, planar, sik sand, gravel cross bed ding)
Transcribed Image Text:AaBbCcDdE AaBbCcDdE Aa Normal No Spacing Name: ld: Sze (Mud, Bebayleur (elastic Sorting/ or plastic or viscousfluld or water) Structure Maturity (chao tic, planar, sik sand, gravel cross bed ding)
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