Urgent reconnaissance survey of Earthquake hitting around Fukushima and Miyagi was conducted. The following link is the report which presented in JSCE on 30th March (size: 8.2MB).
Prof. Kiyota received Silver Award from the Taisei Foundation for his research “A new method for estimating liquefaction resistance using shear wave velocity and its application”.
Mr. Hsieh (D2) received Presentation Award from GeoKanto2021.
D2の謝君がGeo関東2021の優秀発表者賞を受賞しました。
Kiyota Lab visited Tokyo University of Science.
東京理科大学に訪問しました。
A research paper “Comparison of post-liquefaction undrained strength characteristics of two different clean sands using large strain torsional shear apparatus” by Nazish, Umar and Kiyota was honored the Best Paper of 1st International Conference on Recent Advances in Civil and Earthquake Engineering, held in Peshawar, Pakistan.
NazishとUmar先生と清田准教授の論文が、パキスタン・ペシャワールで行われた1st International Conference on Recent Advances in Civil and Earthquake EngineeringにおいてBest Paper Awardを受賞しました。発表論文は「Comparison of post-liquefaction undrained strength characteristics of two different clean sands using large strain torsional shear apparatus」です。
Lab Trip in Eastern Hokkaido
研究室旅行として道東に向かいました。
Site survey with CERI for Cold Region in Nakashibetsu, Hokkaido.
寒地土木研究所と北海道中標津町の野外調査を実施しました。
September, 2021
Prof. Shiga and Mr. Hsieh (D2) received Presentation Award from 56th Annual Meeting of JGS.
志賀先生、D2の謝君が第56回地盤工学研究発表会の優秀論文発表者賞を受賞しました。
Farewell party for Mr. Nazish and Ms. Amani was held.
Nazish君とAmaniさんのお別れ会を開きました。
Oya (2020 graduated) visited our lab and brought a present.
2020卒業の大屋さんから差入れを頂きました。
July, 2021
Prof. Kiyota, Prof. Shiga and Mr. Hsieh (D2) gave a presentation in the 56th Annual Meeting of JGS.
清田先生、志賀先生、D2の謝君が第56回地盤工学研究発表会で口頭発表を行いました。
Urgent reconnaissance survey of the mudslide occurred at Izusan, Atami, Shizuoka was conducted.
静岡県熱海市伊豆山で発生した土砂災害に対して、緊急災害調査を行いました。
June, 2021
Prof. Kiyota received the 2020 JGS Award (Research Achievement Award). The award was given in recognition of the Kiyota lab’s research “Aging effects on liquefaction strength and deformation characteristics of sandy soil and its evaluation method”, which has led to the comprehensive development of technology for liquefaction disaster prevention.