The compressive strength of the drilled cores obtained from concrete retaining walls
碩士 === 國立屏東科技大學 === 土木工程系所 === 101 === The Contents of Abstract in this Thesis: In this paper, the compressive strength of the concrete of complete structure by using the test of drilled cores with respect to different core sizes has been investigated. Two concrete retaining walls were placed on-si...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2013
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/49670364853753917733 |
| id |
ndltd-TW-101NPUS5015019 |
|---|---|
| record_format |
oai_dc |
| spelling |
ndltd-TW-101NPUS50150192016-12-22T04:18:36Z http://ndltd.ncl.edu.tw/handle/49670364853753917733 The compressive strength of the drilled cores obtained from concrete retaining walls 混凝土擋土牆鑽心試體強度與試體尺寸關係現地試驗 Wan-Chieh Lin 林万傑 碩士 國立屏東科技大學 土木工程系所 101 The Contents of Abstract in this Thesis: In this paper, the compressive strength of the concrete of complete structure by using the test of drilled cores with respect to different core sizes has been investigated. Two concrete retaining walls were placed on-site. The strengths of the concrete used for retaining walls are 175kg/cm2 and 280 kg/cm2. After one year, the cores were drilled and test. The diameters of the cores are 5.0 cm, 7.5 cm, 10.0 cm and 15.0 cm with L/D ratio equaling 2. Based on the test results, the relationship between the core size and the compressive strength of the concrete of structure are discussed. The proper drilled core size for the on-site drilled cores has been suggested. Jun-Kai Lu 盧俊愷 2013 學位論文 ; thesis 92 zh-TW |
| collection |
NDLTD |
| language |
zh-TW |
| format |
Others
|
| sources |
NDLTD |
| description |
碩士 === 國立屏東科技大學 === 土木工程系所 === 101 === The Contents of Abstract in this Thesis:
In this paper, the compressive strength of the concrete of complete structure by using the test of drilled cores with respect to different core sizes has been investigated. Two concrete retaining walls were placed on-site. The strengths of the concrete used for retaining walls are 175kg/cm2 and 280 kg/cm2. After one year, the cores were drilled and test. The diameters of the cores are 5.0 cm, 7.5 cm, 10.0 cm and 15.0 cm with L/D ratio equaling 2. Based on the test results, the relationship between the core size and the compressive strength of the concrete of structure are discussed. The proper drilled core size for the on-site drilled cores has been suggested.
|
| author2 |
Jun-Kai Lu |
| author_facet |
Jun-Kai Lu Wan-Chieh Lin 林万傑 |
| author |
Wan-Chieh Lin 林万傑 |
| spellingShingle |
Wan-Chieh Lin 林万傑 The compressive strength of the drilled cores obtained from concrete retaining walls |
| author_sort |
Wan-Chieh Lin |
| title |
The compressive strength of the drilled cores obtained from concrete retaining walls |
| title_short |
The compressive strength of the drilled cores obtained from concrete retaining walls |
| title_full |
The compressive strength of the drilled cores obtained from concrete retaining walls |
| title_fullStr |
The compressive strength of the drilled cores obtained from concrete retaining walls |
| title_full_unstemmed |
The compressive strength of the drilled cores obtained from concrete retaining walls |
| title_sort |
compressive strength of the drilled cores obtained from concrete retaining walls |
| publishDate |
2013 |
| url |
http://ndltd.ncl.edu.tw/handle/49670364853753917733 |
| work_keys_str_mv |
AT wanchiehlin thecompressivestrengthofthedrilledcoresobtainedfromconcreteretainingwalls AT línwànjié thecompressivestrengthofthedrilledcoresobtainedfromconcreteretainingwalls AT wanchiehlin hùnníngtǔdǎngtǔqiángzuānxīnshìtǐqiángdùyǔshìtǐchǐcùnguānxìxiàndeshìyàn AT línwànjié hùnníngtǔdǎngtǔqiángzuānxīnshìtǐqiángdùyǔshìtǐchǐcùnguānxìxiàndeshìyàn AT wanchiehlin compressivestrengthofthedrilledcoresobtainedfromconcreteretainingwalls AT línwànjié compressivestrengthofthedrilledcoresobtainedfromconcreteretainingwalls |
| _version_ |
1718404650493804544 |