Geotechnical REVIEW LAKE PLANNING DEDAIR CAPE BROKE KABUPATENPELALAWAN
Overview
Geotechnical analysis conducted to inform planning geotechnical characteristics diarea artificial lake. The most important thing is to provide information that will form deposits held. Analysis will be done denganmengikuti the steps below: Analyses were performed with the following stages:
1. Overview
2. The basic theory calculations slope safety
deposits and a decrease in deposits.
3. Interpretation of Geotechnical Conditions
a. Field Investigation and Testing LaboratoriumHasil-field geotechnical investigations and test results laboratoriumdiperlihatkan be summarized.
b. Evaluation of geotechnical parameters geotechnical evaluation is intended to determine the geotechnical conditions in the work area by evaluating the results of the investigation of data in the field and laboratory testing. This is done also for the data mengujikeandalan laboratory test results.
c. Zoning Location Interpretation work soil investigation and soil layer profiles created by similarity / resemblance geotechnical properties of soil, such as soil type, soil danderajat violence. Layer of the soil profile include the division of land, geology, soil shear strength parameter estimates, index properties, consolidation parameters of soil, ground water level, and the CPT test and SPTyang used as a basis for profiling.
4. Geotechnical Design Parameters After point 1 to 3, for the purposes of analysis performed geotechnical determination of the parameters.
5. Geotechnical analysis
a. Stability analysis of embankment stability calculation heap would do refer the manual calculationcalculation using theoretical calculations
Bishop's Method
and
Spencer's Method
and assisted with XSTABL program to determine the value of the security (
Safety Factor
).
b. Analysis Decrease (
consolidation analysis
) Decrease in deposits will be carried out using manual calculations using theory
Terzaghi
. This calculation will provide information to the decrease in time deposits decreased.
6. Recommendations AnalisaSetelah analysis results, it will be issued recommendations deposits in accordance plan lake development plan
1. Overview
2. The basic theory calculations slope safety
deposits and a decrease in deposits.
3. Interpretation of Geotechnical Conditions
a. Field Investigation and Testing LaboratoriumHasil-field geotechnical investigations and test results laboratoriumdiperlihatkan be summarized.
b. Evaluation of geotechnical parameters geotechnical evaluation is intended to determine the geotechnical conditions in the work area by evaluating the results of the investigation of data in the field and laboratory testing. This is done also for the data mengujikeandalan laboratory test results.
c. Zoning Location Interpretation work soil investigation and soil layer profiles created by similarity / resemblance geotechnical properties of soil, such as soil type, soil danderajat violence. Layer of the soil profile include the division of land, geology, soil shear strength parameter estimates, index properties, consolidation parameters of soil, ground water level, and the CPT test and SPTyang used as a basis for profiling.
4. Geotechnical Design Parameters After point 1 to 3, for the purposes of analysis performed geotechnical determination of the parameters.
5. Geotechnical analysis
a. Stability analysis of embankment stability calculation heap would do refer the manual calculationcalculation using theoretical calculations
Bishop's Method
and
Spencer's Method
and assisted with XSTABL program to determine the value of the security (
Safety Factor
).
b. Analysis Decrease (
consolidation analysis
) Decrease in deposits will be carried out using manual calculations using theory
Terzaghi
. This calculation will provide information to the decrease in time deposits decreased.
6. Recommendations AnalisaSetelah analysis results, it will be issued recommendations deposits in accordance plan lake development plan
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