กำลังรับน้ำหนักบรรทุกของเสาเข็มเจาะแห้งในกรุงเทพฯ
| dc.contributor.author | ชัชวาลย์ พูนลาภพานิช | en_US |
| dc.contributor.author | พลวิท บัวศรี | en_US |
| dc.date.accessioned | 2555-05-27T15:39:28Z | |
| dc.date.available | 2555-05-27T15:39:28Z | |
| dc.date.issued | 2555-05-27T15:39:28Z | |
| dc.description.abstract | This paper presents the comparison of dry-process bored pile capacities from static pile load test with the allowable pile capacities calculated from the friction resistance specified by Bangkok Building Codes. The study estimates the ultimate pile capacities using Mazurkiewicz’s method based on 42 static pile load test data of bored piles 0.50 and 0.60 m. diameters which were constructed in central Bangkok area. The comparison indicates that the average factor of safety is 2.26 and the minimum factor of safety is 1.7. The percentage of piles which have factor of safety below 2.0 is 17. This paper also presents a reduction factor equation for estimating the allowable capacity of dry-process bored piles having 19-25 m. pile length. | en_US |
| dc.description.sponsorship | มหาวิทยาลัยศรีปทุม | en_US |
| dc.identifier.uri | https://dspace.spu.ac.th/handle/123456789/3596 | |
| dc.subject | น้ำหนักบรรทุก | en_US |
| dc.subject | เสาเข็ม | en_US |
| dc.subject | เจาะแห้ง | en_US |
| dc.subject | Bored piles | en_US |
| dc.subject | Dry process | en_US |
| dc.subject | Foundation | en_US |
| dc.subject | Pile capacity | en_US |
| dc.subject | Pile foundation | en_US |
| dc.subject | Static pile load test | en_US |
| dc.title | กำลังรับน้ำหนักบรรทุกของเสาเข็มเจาะแห้งในกรุงเทพฯ | en_US |
| dc.title.alternative | CAPACITY OF DRY-PROCESS BORED PILES IN BANGKOK | en_US |
| dc.type | Article | en_US |