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"Tesis ini membahas penurunan hegemoni Amerika Serikat dalam bidang pendidikan tinggi. Penelitian ini adalah penelitian kualitatif dengan metode studi kasus. Hegemoni Amerika Serikat dalam rangking pendidikan tinggi semakin menurun, hal ini diiringi penurunan jumlah mahasiswa internasional yang memilih Amerika Serikat sebagai negara tujuan studi. Lalu hal yang sama juga terjadi pada jumlah awardee beasiswa Finance Education and Training Agency (FETA) dan Ministerial Scholarship (MINS) yang memilih Amerika Serikat juga semakin menurun. Hasil penelitian ini menemukan bahwa terdapat beberapa alasan awardee beasiswa FETA dan MINS menghindari Amerika Serikat sebagai negara tujuan studi. Selain itu dengan membandingkan data dengan awardee beasiswa Scholarship Program for Strengthening the Reforming Institution (SPIRIT), ditemukan peran awardee sebagai bridgehead bagi negara tujuan studi.

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This thesis discusses the decline of the United States hegemony in higher education. This research is qualitative research with a case study method. The hegemony of the United States in the higher education ranking is decreasing, this is accompanied by a decrease in the number of international students who choose the United States as a study destination country. Then the same thing happened to the number of scholarship awardees for the Finance Education and Training Agency (FETA) and Ministerial Scholarship (MINS) who chose the United States. The results of this study found that there were several reasons why FETA and MINS scholarship awardees avoided the United States as a study destination country. In addition, by comparing the data with the scholarship awardees of the Scholarship Program for Strengthening the Reforming Institution (SPIRIT), we found the role of the awardee as a bridgehead for the study destination country."

"Drawing on years of practical on-site experience, this book presents a new method for controlling "bridge-head bumping" in soft soil ground. Based on deformation compatibility and control theory of structure, it proposes strategies for improving the design method of soft soil ground and the effective "bridge-head bumping" control method. Soft soil ground is chiefly characterized by a large void ratio, high compressibility, high water content, low impermeability, low strength, strong structure and high sensitivity. As a result, it has pronounced rheological properties, and controlling "bridge-head bumping" in soft soil ground is essential to control the amount of soil rheology-induced unstable successive settlement. The book offers extensive information on this and related topics, making it a valuable guide for engineers in Civil Engineering and Geotechnical Engineering alike."