Page 12 - Handbook GEOTEKNIK_Final_Neat

List of Tables List of Tables

Table Description Table Description

15 Set Criteria for Driving Method
1 Relationship between N-Value with Consistency or Relative Density of the Soils
16 Minimum Waiting Period to Carry Out Load Test
2 Empirical Value of , D & Bulk Density of Granular Soil From SPT 17 Typical values of Secondary Compressibility
r
3 Empirical Value of Unconfined Compressive Strength & Consistency of Cohesive Soil
18 Empirical Equations for, C c
4 Rock Quality Description
19 Typical value for Soil Modulus (E) for Cohesive Soil
5 Typical JKR’s Termination Criteria for Borehole & Rock
20 Common Types of Instrumentation
6 Correlation between JKR Probe Value and Soil Bearing Capacity

7 Relation between SPT, JKR Probe and Soil Bearing Capacity for Cohesionless Soil

8 Relation between SPT, JKR Probe and Unconfined Compressive Strength for Cohesive Soil

9 f and f for Cohesive and Cohesionless Soil
b
s
10 Relation between SPT, C and 
u
11 RQD and Allowable Bond Strength for Different Type of Rock

12 Relative difference between soil settlement and piles

13 Concrete Pile Class Based on MS1314

14 Pile Shoe Types

xii PUBLIC WORKS DEPARTMENT MALAYSIA GEOTECHNICAL ENGINEERING HANDBOOK xiii