• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.209-216
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• 1999

Prefabricated piles used for construction of highway bridges are most of steel pipe piles and few of prestressed concrete piles. Its installation and inspection are less controllable and have much uncertainty due to changes in subsoil and groundwater conditions. However, most of these piles have been controlled using outdated pile driving formula such as Hiley's formula which models just the energy conservation due to its simple applicability in the field. This formula results in overstriking or sometimes understocking due to buckling of pile head. Engineers cannot ensure by the formula whether pile is installed properly. To compensate the drawbacks of excising pile formula, parameters in Hiley's formula and 55 formula are reviewed. Final sets used in pile formula and PDA test results(E.O.I.D) are measured during pile driving along the depth. These measured results along the depth were compared with each other and with N values, so that relations between the each result could be inferred. Also the factor of safety which can be used for pile driving formula are suggested.

• 한국도로학회논문집
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• 제17권2호
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• pp.107-122
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• 2015

PURPOSES : The use of virtual driving tests to determine actual road driving behavior is increasing. However, the results indicate a gap between real and virtual driving under same road conditions road based on ergonomic factors, such as anxiety and speed. In the future, the use of virtual driving tests is expected to increase. For this reason, the purpose of this study is to analyze the gap between real and virtual driving on same road conditions and to use a calibration formula to allow for higher reliability of virtual driving tests. METHODS : An intelligent driving recorder was used to capture real driving. A driving simulator was used to record virtual driving. Additionally, a virtual driving map was made with the UC-Win/Road software. We gathered data including geometric structure information, driving information, driver information, and road operation information for real driving and virtual driving on the same road conditions. In this study we investigated a range of gaps, driving speeds, and lateral positions, and introduced a calibration formula to the virtual record to achieve the same record as the real driving situation by applying the effects of the main causes of discrepancy between the two (driving speed and lateral position) using a linear regression model. RESULTS: In the virtual driving test, driving speed and lateral position were determined to be higher and bigger than in the real Driving test, respectively. Additionally, the virtual driving test reduces the concentration, anxiety, and reality when compared to the real driving test. The formula includes four variables to produce the calibration: tangent driving speed, curve driving speed, tangent lateral position, and curve lateral position. However, the tangent lateral position was excluded because it was not statistically significant. CONCLUSIONS: The results of analyzing the formula from MPB (mean prediction bias), MAD (mean absolute deviation) is after applying the formula to the virtual driving test, similar to the real driving test so that the formula works. Because this study was conducted on a national, two-way road, the road speed limit was 80 km/h, and the lane width was 3.0-3.5 m. It works in the same condition road restrictively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 기초기술위원회 워크샵
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• pp.27-52
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• 2002

Pile driving formula, wave equation analysis of pile driving(WEAP) and dynamic pile loading test have been known to useful tools to appraise the behaviour of pile driving. This paper reviews basic theories of three methods and gives some suggestions to apply them to practice. And also some cases on application of the methods to the sites are discussed in this paper. It appears that it is inevitable for engineers to be experienced well so that the methods can be regarded as useful tools.

• 대한산업공학회지
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• 제40권3호
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• pp.267-274
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• 2014

The purpose of this study is to identify a relationship between the time taken and the characteristics of touch key for touch-screen-based in-vehicle information system (IVIS) and to suggest a new Fitts' law formula that is added a driving speed parameter. Many studies already have shown that Fitts' law is well fitted in various devices for primary tasks, but there is no study of Fitts' law for secondary task in dual-task situation. Fitts' law may not be applied to the secondary task as it is, because the secondary task performance can be affected by the amount of attention for the primary task. To verify this, we carried out an experiment that showed whether pointing task to touch-screen-based IVIS during driving is affected by driving speeds or not. In the experiment, 30 people were volunteered for participants and the participants carried out driving task and pointing task on the screen of IVIS simultaneously. We measured the time to point a touch key on IVIS for every condition (3 driving speeds${\times}5$ touch key sizes${\times}7$ distances between steering wheel and touch key). As a result, there was an effect of driving speed on the pointing time. As we extended the index of difficulty of the conventional Fitts' law formula by incorporating driving speed, we established an extended Fitts' law formula for pointing on IVIS, which showed better accordance with dual task situation. This study can be evidence that secondary task performance is affected by degree of concentration on primary task, and the extended Fitts' law formula can be useful to design interfaces of IVIS.

• 한국지반공학회논문집
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• 제39권11호
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• pp.71-84
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• 2023

국내 구조물 기초설계기준은 전체 말뚝 수량의 1~3%에 대해 동재하시험 또는 정재하시험을 수행하도록 규정하였다. 나머지 약 97%에서 99% 말뚝의 시공 품질은 통상적으로 항타 관입량으로 관리한다. 대다수 말뚝에 적용되는 기존 관입량 관리방식에서 항타 에너지도 함께 고려하는 항타공식으로 말뚝의 시공 품질을 관리한다면 신뢰성이 향상될 것으로 판단된다. 본 연구에서는 기존 항타공식의 국내 말뚝 관리 활용 가능성을 검토하였다. 하지만, 해외에서 만들어진 기존 항타공식들은 상대적으로 얕은 깊이에 풍화암이나 연암이 있으며 매입 말뚝을 주로 활용하는 국내 실정에 맞게 개선할 필요가 있다. 그러므로, Modified Gates 공식을 국내 데이터를 활용하여 개선하였고, 이를 활용한 말뚝 관리 가능성을 확인하였다. 개선된 공식은 적은 변수를 활용함에도, 동재하시험과 유사한 수준의 정확도로 매입 말뚝 지지력을 예측하였다. 제안된 항타공식은 향후 말뚝의 시공 품질관리에 실무적으로 잘 활용할 수 있을 것으로 기대된다.

• Geomechanics and Engineering
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• 제9권3호
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• pp.345-360
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• 2015

Wave equation analysis programs (WEAP) such as GRLWEAP and TNOWave were primarily developed for pre-driving analysis. They can also be used for post-driving measurement applications with some refinements. In the case of pre-driving analysis, the programs are used for the purpose of selecting the right equipment for a given ground condition and controlling stresses during pile driving processes. Recently, the program is increasingly used for the post-driving measurement application, where an assessment based on a variety of input parameters such as hammer, driving system and dynamic behaviour of soil is carried out. The process of this type of analysis is quite simple and it is performed by matching accurately known parameters, such as from CAPWAP analysis, to the parameters used in GRLWEAP analysis. The parameters that are refined in the typical analysis are pile stresses, hammer energy, capacity, damping and quakes. Matching of these known quantities by adjusting hammer, cushion and soil parameters in the wave equation program results in blow counts or sets and stresses for other hammer energies and capacities and cushion configuration. The result of this analysis is output on a Bearing Graph that establishes a relationship between ultimate capacity and net set per blow. A further application of this refinement method can be applied to the assessment of dynamic formulae, which are extensively used in pile capacity calculation during pile driving process. In this paper, WEAP analysis is carried out to establish the relationship between the ultimate capacities and sets using the various parameters and using this relationship to recalibrate the dynamic formula. The results of this analysis presented show that some of the shortcoming of the dynamic formula can be overcome and the results can be improved by the introduction of a correction factor.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1997년도 가을 학술발표회 논문집
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• pp.417-421
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• 1997

• 대한토목학회논문집
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• 제5권4호
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• pp.23-30
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• 1985

비점성토 지반에서 말뚝 기초의 지지력을 산정하는 방법으로 동역학적 공식이 있다. 이 공식은 사용이 간편한 반면에 공식에 사용되는 경험적인 계수값들의 타당성과 항타기록의 정확성등이 문제가 된다. 본 논문에서는 현재 널리 사용되는 6 종류의 공식을 선정하여 각 공식이 산출한 계산 허용 지지력을 말뚝 재하 시험으로부터 구한 실측 허용 지지력과 비교 분석하고, 말뚝 재하시험 결과와 동일한 허용 지지력을 산출할 수 있도록 선형 회귀곡선을 이용하여 각 공식을 수정하였다. 수정된 공식중에서 Gates의 공식이 가장 신뢰도가 높은 것으로 나타났으며, 기존의 Olson 수정공식과 비교한 결과 본 논문 제안 공식이 10% 이상 보수적인 결과를 산출하였다.

• 대한토목학회논문집
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• 제3권4호
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• pp.133-142
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• 1983

말뚝의 동적(動的) 지지력(支持力)을 더욱 정확(正確)하게 추정(推定)하기 위하여 파동이론(波動理論)과 잔류응력(殘留應力)을 고려(考慮)하여 유도(誘導)된 필자(筆者)의 새로운 공식(公式)을 말뚝의 재하시험자료(載荷試驗資料)를 이용(利用)하여 통계적(統計的) 분석(分析) 방법(方法)으로 다른 대표적(代表的) 공식(公式)과 비교(比較)하여 평가(評價)하였다. 그 결과(結果), 새로운 공식(公式)은 그 안전율(安全率)이 3 이하(以下)이며, 비교적(比較的) 정확도(精確度)가 높은 것으로 평가(評價)되었다.

• 한국안전학회지
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• 제18권1호
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• pp.81-88
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• 2003

Recently, pile foundations were constructed in rough or soft ground than ground of well condition thus it is important that prediction of ultimate bearing capacity and calculation of proper safety factor applied pile foundation design. This study were performed to dynamic loading tests for the thirty two piles at four different construction sites and selected pile at three site were performed to static loading tests and then compare with measured value and value of static and dynamic loading tests. The load-settlement curve form the dynamic loading tests by CAPWAP was very similar to the results obtained from the static load tests. Based on dynamic and static loading tests, the reliability of pile-driving formula were analyzed and then suggested with proper safety factor for prediction of allowable bearing capacity in this paper.