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Deciding Slope and Slope Stability Engineering

By Tavadze, T.

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Book Id: WPLBN0003841994
Format Type: PDF eBook :
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Reproduction Date: 2015

Title: Deciding Slope and Slope Stability Engineering  
Author: Tavadze, T.
Language: Georgian
Subject: Georgian, Landslide Events, Engineering & Allied Operations
Collections: National Library of Georgia
Publication Date:
Publisher: Library of Georgia


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Tavadze, T. (2014). Deciding Slope and Slope Stability Engineering. Retrieved from

Table of Contents
TOC: Introduction; Chapter 1. the Solution To the Problem and the Methods of Analysis; 1.1. Problem-Solving Methods; 1.2. the Methods of Analysis; 1.3. Objectives of the Study of the Problem and the Proposed Solution. 1.4. Preliminary Analysis of the Results Obtained From the Solution of the Problem. Chapter 2. Landslide Prevention Measures Proposed Complex Systems and Ground Pressure Calculation Different Gruntuli Conditions; 2.1. the Proposed Complex Systems; 2.2. Ground Pressure Is Calculated By Gruntuli Conditions; 2.2.1. Preliminary Data; 2.2.2. Calculation of Ground Pressure For Dry Sand (For Kvishnarisa); 2.2.3. Calculation of Ground Pressure For Dry Tikhnarisa (A Clay); 2.2.4. Ground Water Saturated Sand For the Calculation of the Head; 2.2.5. Ground Water Saturated Tikhnarisa For Calculation of Pressure; Chapter 3. Traditional Retaining Walls Calculation Options; 3.1. From the Data; 3.2. Calculation of the Massive Retaining Walls; 3.2.1. Geometric Shapes and Pre-Determine the Optimal Retaining Wall; 3.2.2. Vertical Massive Retaining Wall Calculation; (Soil - Water Saturated Clay); 3.2.3. Angled Massive Retaining Wall Calculation; (Loamy Soil -Tsqalnajeri); 3.3. Traditional Monolithic Reinforced Concrete Retaining Walls Uankero Calculation; 3.2.1. Genifique Youth Activating Ground Sands; 3.3.2. Loamy Soil -Tsqalnajeri; 3.4. Traditional Monolithic Reinforced Concrete Retaining Wall Ankerebiani Calculation; 3.4.1. Ground-Dry Sands; 3.4.1. the Ground-Water Saturated Clay; Chapter 4. Calculation Options Proposed Landslide Gruntulankerebiani Combined Systems; 4.1.Gruntulankerebiani Combined System To Determine the Optimal Structural Design; 4.2. Monolithic Reinforced Concrete Retaining Walls Calculation Tape (one Longitudinal Wall in Meters); 4.2.1. Water Saturated Clayey Occasions; 4.2.2. Dry Sandstone (Sand) Occasions .; 4.3. Columns, Retaining Walls Calculation; 4.3.1. Water Saturated Clayey Occasions; 4.3.2. Dry Sandstone Occasions; 4.4. B30 Class Concrete Columns Supporting Wall of the Calculation; 4.4.1. Dry Sandstone Occasions; 4.4.2. Water Saturated Clayey Occasions; 4.5. Monolithic Reinforced Concrete Retaining Walls 10 Long Rebar Specifications. For Meters; 4.6. Calculation of the Combined Systems Gruntuli Anchors; 4.6.1. initial Data For Calculation; 4.6.2. Anchors Mchimebis Diameter Determination; 4.6.3. Ground Fixing Anchors (Chaketebis) Calculation; Chapter 5. the Horizontal Drainage Wells From the Filtered Water Gamosashrob Ground Examination of the Possibility of Raising the Efflux Elektroosmosit; 5.1. Elektroosmosit Soil Drying Out the Main Provisions; 5.2. Study the Possibility of Accelerating the Process of Deciding Slope and Slopes of Soil Drying Modeling, Horizontal Drainage Systems, Using Elektroosmosis; 5.2.1. Experimental Models and Research Methods; 5.2.2. Results of Experiments on Kvishovan Soils; 5.2.3. Results of Experiments Kvishnarovan Soils; Chapter 6. Gruntuli Recoverable Types of Anchors Using Gogirdbetonis Improvement Opportunities; 6.1. Gruntuli Recoverable Anchors; 6.2. Gogirdbetonis Use Gruntuli Chasamagreblad Anchors; Chapter 7. Metsqerdamtsavi Existing Systems (Traditional) and Compare the Feasibility of the Proposed Structural and Technological Solutions; 7.1. Feasibility Comparison Methods; the Main Findings.


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