bluuebunny/crossref_metadata_2025_split huggingface dataset:
Perioperative analgesia associated with oral administration of a novel methadone-fluconazole-naltrexone formulation in dogs undergoing routine ovariohysterectomy
Authors: KuKanich Butch , KuKanich Kate , Rankin David C. , Upchurch David A. , Comroe Alyssa , Crauer Brad , Berke Kara , Klocke Emily E. , Gonzalez Sara E. , Mason Diane , Jensen Gina , Orchard Ron , Fitzgerald Alyson H. , Cho Peter , Komp Marissa 
Published: August 2020

Abstract

OBJECTIVE
To determine perioperative analgesia associated with oral administration of a novel methadone-fluconazole-naltrexone formulation in dogs undergoing routine ovariohysterectomy.

ANIMALS
43 healthy female dogs.

PROCEDURES
Dogs were randomly assigned to receive the methadone-fluconazole-naltrexone formulation at 1 of 2 dosages (0.5 mg/kg, 2.5 mg/kg, and 0.125 mg/kg, respectively, or 1.0 mg/kg, 5.0 mg/kg, and 0.25 mg/kg, respectively, PO, q 12 h, starting the evening before surgery; n = 15 each) or methadone alone (0.5 mg/kg, SC, q 4 h starting the morning of surgery; 13). Dogs were sedated with acepromazine, and anesthesia was induced with propofol and maintained with isoflurane. A standard ovariohysterectomy was performed by experienced surgeons. Sedation and pain severity (determined with the Glasgow Composite Pain Scale—short form [GCPS-SF]) were scored for 48 hours after surgery. Rescue analgesia was to be provided if the GCPS-SF score was > 6. Dogs also received carprofen starting the day after surgery.

RESULTS
None of the dogs required rescue analgesia. The highest recorded GCPS-SF score was 4. A significant difference in GCPS-SF score among groups was identified at 6:30 am the day after surgery, but not at any other time. The most common adverse effect was perioperative vomiting, which occurred in 11 of the 43 dogs.

CONCLUSIONS AND CLINICAL RELEVANCE
Oral administration of a methadone-fluconazole-naltrexone formulation at either of 2 dosages every 12 hours (3 total doses) was as effective as SC administration of methadone alone every 4 hours (4 total doses) in dogs undergoing routine ovariohysterectomy. Incorporation of naltrexone in the novel formulation may provide a deterrent to human opioid abuse or misuse.
Effect of suture caliber on the tensile strength of tenorrhaphies in cadaveric canine tendons
Authors: Duffy Daniel J. , Curcillo Chiara J. , Chang Yi-Jen , Moore George E. 
Published: August 2020

Abstract

OBJECTIVE
To evaluate the effect of suture caliber on the tensile strength of tenorrhaphies performed with a locking-loop technique in cadaveric canine tendons

SAMPLE
60 superficial digital flexor tendons (SDFTs) from 30 cadaveric adult dogs.

PROCEDURES
Transverse tenotomy was performed, and SDFTs were repaired with a locking-loop technique and polypropylene suture of 5 randomly assigned calibers: size-0, 2-0, 3-0, 4-0, or 5-0 (n = 12 SDFTs/suture caliber). Tendon constructs were tested to failure. Yield, peak, and failure forces and causes of failure were compared between groups.

RESULTS
Mean ± SD failure force for the constructs was significantly greater with large-caliber suture (size-0: 73.5 ± 3.1 N; size 2-0: 54.4 ± 7.1 N; size 3-0: 28.7 ± 4.9 N; size 4-0: 18.7 ± 3.4 N; and size 5-0: 8.8 ± 2.8 N). The likelihood of construct failure by suture pullout through the tendon substance increased with large-caliber suture (size-0: 12/12), whereas the likelihood of construct failure by suture breakage increased with small-caliber suture (2-0: 10/12; 3-0, 4-0, and 5-0: 12/12 each).

CONCLUSIONS AND CLINICAL RELEVANCE
Large-caliber suture had greater tensile strength for tenorrhaphies performed with a locking-loop technique in cadaveric canine tendons. Prior to the use of large-caliber suture in patients requiring tenorrhaphy, however, in vivo studies are required to confirm the results obtained here.
Effect of slice thickness on computed tomographic perfusion analysis of the pancreas in healthy dogs
Authors: Park Seungjo , Jung Jin-Woo , Je Hyejin , Jang Youjung , Choi Jihye 
Published: August 2020

Abstract

OBJECTIVE
To evaluate the effect of slice thickness on CT perfusion analysis of the pancreas in healthy dogs.

ANIMALS
12 healthy Beagles.

PROCEDURES
After precontrast CT scans, CT perfusion scans of the pancreatic body were performed every second for 30 seconds by sequential CT scanning after injection of contrast medium (iohexol; 300 mg of 1/kg) at a rate of 3 mL/s. Each dog underwent CT perfusion scans twice in a crossover-design study with 2 different slice thicknesses (2.4 and 4.8 mm). Computed tomographic pancreatic perfusion variables, including blood flow, blood volume determined with the maximum slope model, times to the start of enhancement and peak enhancement, permeability, and blood volume determined by Patlak plot analysis, were measured independently by 2 reviewers. The CT perfusion variables were compared between slice thicknesses. Interoperator reproducibility was determined by ICC calculation.

RESULTS
Interoperator reproducibility of CT perfusion variable measurements was excellent on 2.4-mm (mean ± SD ICC, 0.81 ± 0.17) and 4.8-mm (0.90 ± 0.07) slice thicknesses, except for time to peak pancreatic enhancement on 2.4-mm-thick slices, which had moderate reproducibility (intraclass correlation coefficient, 0.473). There was no significant difference in measurements of blood flow, blood volume by either method, times to the start and peak of pancreatic enhancement, or permeability between slice thicknesses.

CONCLUSIONS AND CLINICAL RELEVANCE
Results supported that a thin slice thickness of 2.4 mm can be used for assessment of pancreatic perfusion variables in healthy dogs.
Feasibility and efficacy of ultrasonographic and laparoscopic guidance for microwave ablation of clinically normal canine ovaries
Authors: Verpaalen Valentine D. , Case J. Brad , Dark Michael J. , Cardenas-Goicoechea S. Joel , Winter Matt D. , Boston Sarah E. , Garcia-Pereira Fernando , Rhoton-Vlasak Alice S. , Toskich Beau B. 
Published: August 2020

Abstract

OBJECTIVE
To determine the optimal energy profile for and to assess the feasibility and efficacy of ultrasonographic and laparoscopic guidance for microwave ablation (MWA) of clinically normal canine ovaries.

SAMPLE
44 extirpated ovaries from 22 healthy dogs.

PROCEDURES
In the first of 2 trials, 13 dogs underwent oophorectomy by routine laparotomy. Extirpated ovaries underwent MWA at 45 W for 60 (n = 11) or 90 (12) seconds; 3 ovaries did not undergo MWA and served as histologic controls. Ovaries were histologically evaluated for cell viability. Ovaries without viable cells were categorized as completely ablated. Histologic results were used to identify the optimal MWA protocol for use in the subsequent trial. In the second trial, the ovaries of 9 dogs underwent MWA at 45 W for 90 seconds in situ. Ultrasonographic guidance for MWA was deemed unfeasible after evaluation of 1 ovary. The remaining 17 ovaries underwent MWA with laparoscopic guidance, after which routine laparoscopic oophorectomy was performed. Completeness of ablation was histologically assessed for all ovaries.

RESULTS
2 ovaries were excluded from the trial 1 analysis because of equivocal cell viability. Six of 11 ovaries and 10 of 10 ovaries that underwent MWA for 60 and 90 seconds, respectively, were completely ablated. In trial 2, laparoscopic-guided MWA resulted in complete ablation for 12 of 17 ovaries. Dissection of the ovarian bursa for MWA probe placement facilitated complete ablation.

CONCLUSIONS AND CLINICAL RELEVANCE
Laparoscopic-guided MWA at 45 W for 90 seconds was feasible, safe, and effective for complete ablation of clinically normal ovaries in dogs.
PENYEBAB CHANGE ORDER PADA PROYEK KONSTRUKSI GEDUNG BERTINGKAT
Authors: Ardine Adi Ananias , Sulistio Hendrik 
Published: August 2020

The number of high rise building construction projects in Jabodetabek area continues to grow. The main reason is increasing population of the region, so that development in the vertical direction becomes a solution. There are three important criteria in every construction project, namely cost, quality, and time. These criteria must be agreed upon and regulated in the form of a contract. Based on prior research, change orders cannot be avoided in every construction project. Change order can give complex impact and able to harm related parties. To minimize and anticipate the occurrence of change orders, it is necessary to know the factors that can cause changes in a contract. The factors that have been determined from the results of the literature study are compiled into a questionnaire to find out the main causes of change orders. The questionnaire was distributed to owners, contractors and consultants in high rise building projects in Jabodetabek area. PLS-SEM is used as a method for analyzing data in this study with the help of the smartPLS 3.0 program. From the results of the analysis carried out, obtained two factors that have a significant influence on the change order, namely construction factors and administrative factors. ABSTRAKJumlah proyek konstruksi gedung bertingkat di wilayah Jabodetabek terus bertumbuh. Alasan utama karena kondisi wilayah yang semakin padat, sehingga pengembangan pembangunan ke arah vertikal menjadi solusi. Terdapat tiga kriteria penting yang menjadi fokus dalam setiap proyek konstruksi, yaitu biaya, mutu, dan waktu. Kriteria-kriteria tersebut harus disepakati dan diatur oleh pihak-pihak yang terlibat sesuai dengan ketentuan peraturan yang berlaku dalam bentuk kontrak. Berdasarkan penelitian terdahulu, perubahan atau change order merupakan hal yang umum dan tidak dapat dihindari dalam setiap proyek konstruksi. Change order memberikan dampak yang kompleks, sehingga sangat berpengaruh terhadap kinerja suatu proyek konstruksi dan dapat merugikan pihak-pihak yang terlibat di dalamnya. Untuk meminimalisir serta mengantisipasi terjadinya change order, maka perlu untuk mengetahui faktor-faktor yang dapat menyebabkan perubahan dalam suatu kontrak pada proyek konstruksi gedung bertingkat. Faktor-faktor yang sudah ditentukan dari hasil studi literatur disusun menjadi sebuah kuesioner untuk mengetahui penyebab utama dari change order. Penyebaran kuesioner tersebut dilakukan terhadap owner, kontraktor, dan konsultan pada proyek gedung bertingkat di wilayah Jabodetabek. PLS-SEM digunakan sebagai metode untuk menganalisis data pada penelitian ini dengan bantuan program smartPLS 3.0. Dari hasil analisis yang dilakukan, didapat dua faktor yang memiliki nilai pengaruh signifikan terhadap change order, yaitu faktor konstruksi dan faktor administrasi.
ANALISIS PENGARUH KEDALAMAN FONDASI DAN SUDUT GESER TERHADAP DAYA DUKUNG FONDASI DANGKAL PADA TANAH HOMOGEN
Authors: Kurniawan Albert , Suhendra Andryan 
Published: August 2020

Well-constructed foundation must be able to resist forces that given by the structure. Foundation bearing capacity affected by some parameters and can be measured by various methods. Some methods that used in this study is Terzaghi, Meyerhof and finite element. The purpose of this study was to compare the bearing capacity value generated by these methods and the effect of parameters value variety against foundation bearing capacity. The parameters is foundation footing, friction angle and foundation depths. The highest value of foundation bearing capacity is generated by the finite element method. Bearing capacity that generated by finite element method experiences the biggest difference up to 41% compared to Terzaghi method and up to 26% biggest difference compared to Meyerhof method. Bearing capacity with friction angle 25o is 70% greater compared to 20o. Meanwhile with 30o increased to 220% compared to 20o. The value of bearing capacity differs according to the depths used. Within 1,5m depth the value of the bearing capacity is increased 35% compared to 1m depths with square footing, Meanwhile with rectangle footing only increased by 32%. The bearing capacity value also varies depends on the footing type. Rectangle footing was increased 9 – 14% compared to square footing. Sebuah fondasi yang baik harus bisa menahan gaya yang diberikan oleh strukturnya. Daya dukung fondasi dipengaruhi oleh beberapa parameter tanah dan dapat diukur dengan berbagai metode. Metode yang digunakan penulis adalah Terzaghi, Meyerhof dan elemen hingga. Dalam penulisan ini penulis ingin membandingkan daya dukung yang dihasilkan oleh metode-metode tersebut dan pengaruh dari variasi nilai parameter terhadap daya dukung fondasi. Parameter tersebut adalah jenis tapak, sudut geser dan kedalaman fondasi. Daya dukung terbesar dihasilkan oleh metode elemen hingga. Daya dukung yang dihasilkan oleh metode elemen hingga mengalami perbedaan terbesar hingga 41% jika dibandingkan dengan metode Terzaghi dan 26% perbedaan terbesar jika dibandingkan metode Meyerhof. Daya dukung dengan sudut geser 25o lebih besar 70% jika dibandingkan dengan sudut geser 20o. Sedangkan pada sudut geser 30o daya dukung mengalami kenaikan sebesar 220% jika dibandingkan dengan sudut geser 20o. Daya dukung juga berbeda tiap kedalaman fondasi. Pada kedalaman fondasi 1,5m daya dukung mengalami kenaikan 35% jika dibandingkan pada kedalaman fondasi 1m pada fondasi bujur sangkar dan pada fondasi persegi panjang mengalami kenaikan 32%. Daya dukung juga berbeda tergantung jenis tapaknya. Pada jenis tapak fondasi persegi panjang, kapasitas daya dukung mengalami kenaikan 9 - 14% jika dibandingkan dengan jenis tapak fondasi bujur sangkar.
KARAKTERISTIK MEKANIS CAMPURAN LASTON ATAS DENGAN BUBUK GRAFIT SEBAGAI BAHAN PENGGANTI FILLER
Authors: Sianturi Lidwina Sri Ayu DR , Tajudin Anissa Noor 
Published: August 2020

In road pavement modifications, many use materials that have good conductivity to be added to the mixture. One of the conductive materials that can be used for pavement is graphite powder. Graphite is usually found in pencils, raw materials for batteries, etc. The use of graphite powder in the pavement mixture has many benefits such as self-healing, self-monitoring, etc. This research uses graphite powder as filler replacement material. Tests conducted in this study is testing the characteristics of the mixture in accordance with the provisions in force in Indonesia. This study uses graphite powder with variations of 5%, 10%, 15%, and 20% with asphalt content of 5.7%. From the results of testing the characteristics of the mixture continued with the determination of optimum graphite powder content using the narrow range method. Then proceed with the mechanistic response analysis using the KENPAVE program. The results of this study largely meet the requirements of the General Specifications of the Directorate General of Highways 2018 Edition Division 6 and the 2017 Pavement Road Design Manual. The results of this study indicate that the use of graphite powder as a filler substitute can be used in Indonesia. ABSTRAKPada perkerasan jalan modifikasi, banyak menggunakan bahan yang mempunyai konduktivitas yang baik untuk ditambahkan dalam campuran. Salah satu bahan konduktif yang dapat digunakan untuk campuran perkerasan adalah bubuk grafit. Grafit biasanya terdapat pada pensil, bahan baku baterai kering, dll. Penggunaan bubuk grafit dalam perkerasan memiliki banyak manfaat seperti self-healing, self- monitoring, dll. Penelitian ini menggunakan bubuk grafit sebagai bahan pengganti filler. Pengujian yang dilakukan pada penelitian ini adalah pengujian karakteristik campuran yang sesuai dengan ketentuan yang berlaku di Indonesia. Penelitian ini menggunakan bubuk grafit dengan variasi 5%, 10%, 15%, dan 20% dengan kadar aspal 5,7%. Dari hasil pengujian karakteristik campuran dilanjutkan dengan penentuan kadar bubuk grafit optimum dengan metode narrow range. Kemudian dilanjutkan dengan analisis respons mekanistik dengan menggunakan program KENPAVE. Hasil penelitian ini sebagian besar memenuhi persyaratan Spesifikasi Umum Direktorat Jendral Bina Marga Edisi 2018 Divisi 6 dan Manual Desain Perkerasan Jalan 2017. Hasil penelitian ini menunjukkan bahwa penggunaan bubuk grafit sebagai bahan pengganti filler dapat digunakan di Indonesia.
ANALISIS TINGKAT KETEPATAN WAKTU KRL COMMUTER LINE LINTAS TANAH ABANG-RANGKASBITUNG (STUDI KASUS: STASIUN JURANGMANGU)
Authors: Christy Felix Jonathan , Linggasari Dewi , Angkat Hokbyan 
Published: August 2020

One of the modes of transportation that are of interest to the Jabodetabek community is the Kereta Rel Listrik (KRL) Commuter Line. The title of this research is the Analysis of the Level of Late Departure of the Green Line KRL Against GAPEKA at Jurangmangu Station. The purpose of this study is to identify the timeliness of Green Line KRL departures by scheduling them at Jurangmangu Station and to classify the delay level of Green Line KRL departures and determine solutions that can be applied to reduce the level of KRL Green Line late departures, especially at Jurangmangu Station. The research method used to collect data on passenger characteristics and train delays is to online survey using a questionnaire and research at the station. Delay is analyzed by Gap Analysis by comparing the time in the field and the GAPEKA. The time difference is assessed based on the tolerance of delay from the Ministerial Regulation and passenger tolerance at Jurangmangu Station. Delay tolerance according to Ministerial Regulation is 6 minutes and according to passengers is 10 minutes. The results showed that the delay of train departures at Jurangmangu Station was still below the tolerance limit for delays. ABSTRAKSalah satu moda transportasi yang diminati masyarakat Jabodetabek adalah Kereta Rel Listrik (KRL) Commuter Line. Judul penelitian ini adalah Analisis Tingkat Keterlambatan Keberangkatan KRL Green Line Terhadap GAPEKA di Stasiun Jurangmangu. Tujuan penelitian ini adalah untuk mengindentifikasi ketepatan waktu keberangkatan KRL Green Line dengan penjadwalannya di Stasiun Jurangmangu serta mengklasifikasikan tingkat keterlambatan keberangkatan KRL Green Line dan menentukan solusi yang dapat diterapkan untuk mengurangi tingkat keterlambatan keberangkatan KRL Green Line terutama di Stasiun Jurangmangu. Metode Penelitian yang digunakan untuk mengumpulkan data karakteristik penumpang dan keterlambatan kereta adalah dengan survei secara online dengan menggunakan kuesioner dan penelitian langsung di stasiun. Keterlambatan dianalisis dengan Gap Analysis dengan membandingkan antara waktu di lapangan dan Grafik Perjalanan Kereta Api (GAPEKA). Kemudian perbedaan waktu tersebut dinilai berdasarkan toleransi keterlambatan dari Peraturan Menteri dan toleransi penumpang di Stasiun Jurangmangu. Toleransi keterlambatan menurut Peraturan Menteri adalah 6 menit dan menurut penumpang adalah 10 menit. Hasil penelitian menunjukkan bahwa keterlambatan keberangkatan kereta di Stasiun Jurangmangu masih di bawah batas toleransi keterlambatan.
ANALISIS STABILITAS TIMBUNAN DI ATAS KONSTRUKSI TIANG DAN GEOSINTETIK MENGGUNAKAN PROGRAM ELEMEN HINGGA
Authors: Firmansyah Yosia , Suhendra Andryan 
Published: August 2020

soft soil is a challenge for geotechnical engineer due to the characteristics of the soil that cause over settlement. Geosynthetic reinforcement is used on piles to correct undesirable soft soil characteristics. This thesis will use the BS 8006 methods and 3D software that use the finite element method to compare the geosynthetic tensile strength and how geosynthetic influences the embankment. The author will use the 3D software in the hope that it will produce a more accurate analysis compared to the 2D software. This thesis will compare the calculation of the geosynthetic tensile strength with the finite element method and the BS 8006 method. This is done because the calculation method BS 8006 does not take into account the subgrade in analyzing the geosynthetic tensile strength. This geosynthetic material has been proven to reduce slippage and channel load to the pile. This reinforcement of poles and geocyntetics can increase embankment safety factor by at least 0.35.
Educação integral na era de políticas de resultado e o mal-estar dos coordenadores pedagógicos
Authors: Rosa Sanny Silva da , Padovan Maria Isabel 
Published: August 2020

O artigo discute os sentidos e as possibilidades da educação integral em tempos de políticas educacionais orientadas por resultados. Relata os processos e resultados de uma pesquisa colaborativa realizada com a equipe pedagógica de uma escola pública de período integral do município de São Caetano do Sul. Os registros foram analisados na perspectiva sócio-histórica e com base na abordagem teórico-metodológica dos Núcleos de Significação. Os sentidos e significados atribuídos pelos sujeitos à educação integral evidenciam contradições no entendimento desse conceito, ao mesmo tempo que revelam um mal-estar produzido pela lógica competitivaque rege e organiza o trabalho escolar. Repensar o sentido, as temáticas e o formato dos processos formativos dentro das escolas é um caminho alternativo às políticas prescritivas, mas requer um cuidadoso trabalho reflexivo que lhe dê sustentação.
REPRESENTATION OF SOCIAL ATTITUDE AND LOCAL TRUST IN THE FOLKLORE DAYAK BAKUMPAI IN SOUTH KALIMANTAN
Authors: Yulianto Agus 
Published: August 2020

The purpose of this study is to describe the social attitudes and local beliefs of Dayak Bakumpai people found in the story of the Origin of the Barito River and Datu Pujung Building the Mosque. The problem found in this research is how the social attitudes and local beliefs found in Dayak Bakumpai folklore entitled The Origin of Barito River and Datu Pujung Building the Mosque. This study uses qualitative descriptive method with literature study technique. Based on the analysis, it can be seen that the social attitude of Dayak Bakumpai society represented in the folklore entitled Barito River Origin is as follows. 1) Maintaining the Mandate; 2) Loving the Beast; and 3) Mutual Help between Wives. The local beliefs contained in the story are the belief in the existence of a dragon that controls the underworld (water). The social attitude of Dayak Bakumpai people represented in the folklore titled Datu Pujung Membangun Masjid is as follows. 1) Never give up; 2) Do not count on other people; and 3) deliberation. The local beliefs contained in the story are the beliefs of the existence of the supernatural person or the name of the eldest. AbstrakTujuan penelitian ini adalah untuk mendeskripsikan sikap sosial dan kepercayaan lokal masyarakat Dayak Bakumpai yang terdapat dalam cerita Asal-usul Sungai Barito dan Datu Pujung Membangun Masjid. Adapun masalah yang terdapat dalam penelitian ini adalah bagaimanakah sikap sosial dan kepercayaan lokal yang terdapat dalam cerita rakyat Dayak Bakumpai yang berjudul Asal-usul Sungai Barito dan Datu Pujung Membangun Masjid. Penelitian ini menggunakan metode deskriptif kualitatif dengan teknik studi pustaka. Berdasarkan hasil analisis dapat diketahui bahwa sikap sosial masyarakat Dayak Bakumpai yang terepresentasikan dalam cerita rakyat yang berjudul Asal Mula Sungai Barito adalah sebagai berikut. 1) Menjaga Amanat; 2) Menyayangi Binatang; dan 3) Saling Membantu antara Sesama Warga. Adapun kepercayaan lokal yang terdapat dalam cerita tersebut adalah kepercayaan terhadap adanya naga yang menguasai alam bawah (air). Sikap sosial masyarakat Dayak Bakumpai yang terepresentasikan dalam cerita rakyat yang berjudul Datu Pujung Membangun Masjid adalah sebagai berikut. 1) Pantang menyerah; 2) Jangan memandaang remeh orang lain; dan 3) musyawarah. Adapun kepercayaan lokal yang terdapat dalam cerita tersebut adalah kepercayaan terhadap adanya manusia gaib atau yang diistilahkan dengan nama orang bunian.